Construction Of Phase-Ii Buildings Of State Institute Of Disaster Management ( Sidm ) Within The Roti Campus At Gothapatna, Bhubaneswar Under Sdrf ( Package-I ) ., Bhubaneswar-Odisha

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Corrigendum Details
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Bhubaneswar , Odisha

Tender Brief : Corrigendum : Construction Of Phase-Ii Buildings Of State Institute Of Disaster Management ( Sidm ) Within The Roti Campus At Gothapatna, Bhubaneswar Under Sdrf ( Package-I ) .

Document Fees
₹ 10000 /-

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Tender Value
₹ 28.94 Crore /-

Submission Date
21-09-2022

Competition Type
Indian

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	13-09-2022	1ST CORRIGENDUM	Date	21-09-2022

Name of Work: Construction of Phase-II Buildings of State Institute of Disaster Management (SIDM) within the ROTI Campus at Gothapatna, Bhubaneswar under SDRF (PACKAGE-I).

Sl. No.	Item Description
1	CIVIL WORKClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.(As per the specification attached.)
2	Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the departmentincluding cost of labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.(As per the specification attached.)
3	Upto 1.5 Mtr Depth
4	From 1.5 Mtr upto 3.0 Mtr Depth
5	Earth work in excavation in foundation trenches, column foundation, pit, etc in hard rocks with blasting prohibited including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge.(As per the specification attached.)
6	Upto 1.5 Mtr Depth
7	From 1.5 Mtr upto 3.0 Mtr Depth
8	Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered complete as per specification and Direction of Engineer-in-Charge.
9	Upto 1.5 Mtr Depth
10	From 1.5 Mtr upto 3.0 Mtr Depth
11	Filling available (excavated or stacked at site) earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering etc.all complete as per the direction of Engineer-in-charge.
12	Supplying and stacking of good earth at site obtained from approved borrow pits including including carriage by mechanical means from within a specified Lead from from the site, including loading, unloading to approved dumping ground or as approved /directed by Engineer-in-charge, including cost of equipments/ labour, conveyance, royalty, T&P etc. as per the direction of Engineer-in-charge. ((earth measured in stacks will be reduced by 20% for payment).
13	Disposal of building rubbish / malba /rock/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approveddumping ground or as approved /directed by Engineer-in-charge, including all lifts involved.etc as per the direction of Engineer-in-charge.
14	Supplying, diluting and preparing chemical emulsion like CHLORPYRIPHOS or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-constructional anti termite treatment and creating a chemical barrier under and around wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building,surrounding the pipes and conduits etc. complete at the rate of 7.5 liters (or as directed by the manufacturer) per sqm on vertical and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center etc.complete as per IS:6313/1981(Part-II) and asper the direction of theEngineer -in-charge including all cost of materials, labour and T&P etc all complete.
15	Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,labour cess, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in charge.
16	Cement concrete of proportion (1:4:8) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6\") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge.
17	Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.
18	Plain cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with labour,labour cess and T&P etc. required for the work complete as per the direction of the Engineer-in-charge.
19	Fly Ash brick masonry in cement mortar (1:6) in foundation & plinth using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties and taxes of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.
20	Providing, lifting, hoisting and layingin position machine batched , machine mixed and machine vibrated design mix cement concrete of M-25 including the cost of Centering and Shuttering (minimum cement content not less than 403Kg/ Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement
21	R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
22	R.C.C. Grade beams
23	R.C.C. Beams, columns, grider and bressmer etc.
24	Ground Floor
25	First Floor
26	Second Floor
27	Third Floor
28	R.C.C. Floor and Roof slab, landing, balconies up to 4.3Mtr. Height.
29	Ground Floor
30	First Floor
31	Second Floor
32	Third Floor
33	R.C.C. stairs excluding landing but including railing
34	Ground Floor
35	First Floor
36	Second Floor
37	R.C.C. Lintels.
38	Ground Floor
39	First Floor
40	Second Floor
41	Third Floor
42	R.C.C. Walls
43	Ground Floor
44	R.C.C. Chajjas & sunshade
45	Ground Floor
46	First Floor
47	Second Floor
48	R.C.C. Fins
49	Ground Floor
50	First Floor
51	Second Floor
52	Providing, lifting, hoisting and layingin position machine batched , machine mixed and machine vibrated design mix cement concrete of M-30 including the cost of Centering and Shuttering (minimum cement content not less than 403Kg/ Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement
53	R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
54	R.C.C. Floor and Roof slab, landing, balconies up to 4.3Mtr. Height.
55	R.C.C. Walls
56	Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. includingbending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge.
57	Ground Floor
58	First Floor
59	Second Floor
60	Third Floor
61	Providing rigid & smooth tripple stage centering and shuttering for roof slabs, balconies, pergolas and projection above 7.20m and upto 10.80m heights with all necessary props, bracing, ties and supports with level centering using bituminious paper wherever required, as per the direction of the Engineer -in-charge and dismantling and removing the shuttering after the required interval from the date of casting, including cost of all materials with transportation, taxes, loading and unloading etc. and all labour, sundries, T&P scaffolding etc. complete.
62	Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.
63	Ground Floor
64	First Floor
65	Second Floor
66	Third Floor
67	Fly Ash brick masonry in cement mortar (1:4) in super structure using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.
68	Ground Floor
69	First Floor
70	Second Floor
71	Providing fitting and fixing in proper position factory made wooden polymer composite (WPC) door frame having waterproof, termite & borer Proof, no rotting, swell & crack proof, bend & warp resistant properties of size 62 mm x 100 mm (dimension torelance 5 mm, subjected to approval of the EIC, no extra payment will be made for diiference in sizes) conforming to relevant IS specifications, ofapproved design and drawing fitted to the masonary/ concrete wall with anchor bolts of required size including cost of all materials, labour, conveyance, taxes, T&P etc. complete as per direction of Engineer-in-charge. Make:- Ecoste/ Century Ply / equivalent
72	Ground Floor
73	First Floor
74	Second Floor
75	Third Floor
76	Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
77	Ground Floor
78	First Floor
79	Second Floor
80	Third Floor
81	Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
82	Ground Floor
83	First Floor
84	Second Floor
85	Third Floor
86	Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
87	Ground Floor
88	First Floor
89	Second Floor
90	Third Floor
91	Providing 12mm thick cement plaster in cement mortar (1:4) with neat cement punning to the surface of brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading,royalties, cost of labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.
92	Providing 12mm thick grit finished pebble dashed plaster with black hard granite chips 12mm & cement mortar of (1:4) to RCC and masonary surfaces. including roughening, scraping and cleaning and finishing the plastered surface smooth using wooden floats only to proper plumbs and level, making grooves and beads to give required ornamental finish as per drawings including cost of all materials, colouring pigment, conveyance, loading and unloading, royalties, all labour, scaffolding, watering and curing ,sundries and T&P etc all complete as per direction of the Engineer -in-charge.
93	Supplying all materials, T&P at site for instalation of LEC Overdeck insulation system comprising of following operations
94	Surface Preparation:-Existing Substrate surface will be made clean, dry, smooth and free of contaminants such as grease, coal tar and oil based products remove without traces. All sharp edges, fins and rough surfaces that could damage the membrane will be removedLayer-I ( Polyurethane waterproofing system on RCC roof slab)Treating the Cracks, Construction Joints :Chase opening the Construction Joints by providing “V” groove, removing the dust and clean the designated area fill the prepared surface using Renderoc CS completely as per the manufacturer’s Instruction.Providing chemical injection treatment in the form of pressure grouting to the cold joint by injecting cement slurry mixed with grout admixture Cebex 100 @ 225 gms.per bag of cement, in the required consistency through the pre fixed PVC nozzles in the 18 mm dia holes, fixing of PVC nozzles with Renderoc Plug and final cutting the projected nozzles and sealing off the PVC nozzles after the injection operation is over with Renderoc plug, non-shrink rapid setting mortar compound, finishing, curing etc. as per manufacturers specification and as directed.
95	Coving:-Providing and Appling at the junction of slab and vertical offsets with Cement Mortar 1:4 and admixed with Nitobond SBR at dosage of 1.0 L per 50kg cement where ever necessarySystem Application:-Providing and appyling of single component pitch free polyurethane membrane of 1.5 mm thickness. Application methodology shall be as permanufacturer\"s Specification. (Including Coving the junctions of the Parapet wall and roof slab with fillet of size 75mm x 75mm with CM 1: 3 admixed with approved admixture.)Note:150 GSM Geo fabric to be provided on Coating prior to the laying of screed concrete. MAKE : FOSROC
96	Layer-II ( 50 mm thick EPM Board)Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size over specified area, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorption < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge.
97	Layer-III ( Protective screed Concrete)Providing average 40 mm thick grading Concrete with (1:2:2) mixed with integral water proofing admixture @ 125 ml/ bag of cement and grooves filled with pu sealant of approved maifacturerin panels of 2 mtr x 4 mtr laid to specified slope or as per actual side conditions using 6mmhard granite chips.Layer-IV ( SRI Coating)Application of two coats of Elastomeric acrylic polymer based solar reflective and insulating coating of SRI value > 0.50 over a coat of polymer modified slurry coat & following properties. MAKE : FOSROC.
98	Appearance and colour : White coloured, pasty consistencySurface drying time: 15 min - 20 min at 27ºCAdhesive Bond strength/ Pull out Over coating time : 2 - 3 hoursShore A Hardness :45 - 55Tensile strength at break as per ASTM D 412: 1 - 1.5 N/mm2Elongation at break as per ASTM D 412: 100%Q-UV accelerated weathering (3000 Hrs)- No evidence of cracking, deterioration & loss of fl exibilityService temperature :30ºC to +90ºCThermal conductivity :0.1 W/ m 0C
99	The entire system has to be installed by a FOSROC authorized applicator and shall have a warranty of 10 years from the date of installation.The contractor have to furnish test reports & certificates of products used for verification of its properties.The cost will include the instllation of the entire system along with the costand conveyance of all materials cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
100	Terrace at 2nd floor Level
101	Upper Terrace
102	Supplying, fitting and fixing vetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Color / Printed series (Homogenous) of approved make (JOHNSON /OASIS / SOMANY/ VARMORA or equivalent ) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, labour, labour cess, T&P etc. required for the work completein all respect as directed by the Engineer in charge.
103	Ground Floor
104	First Floor
105	Second Floor
106	Supplying, fitting and fixing vetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 1200mm Color / Printed series (Homogenous) of approved make (JOHNSON /OASIS / SOMANY/ VARMORA or equivalent ) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, labour, labour cess, T&P etc. required for the work completein all respect as directed by the Engineer in charge.
107	Ground Floor
108	First Floor
109	Second Floor
110	Providing, fitting, fixing vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Color / Printed series (Homogenous)of approved make (JOHNSON /OASIS / SOMANY/ VARMORA or equivalent )as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials all labour,labour cess complete in all respects.
111	Ground Floor
112	First Floor
113	Second Floor
114	Providing, fitting, fixing vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 1200mm Color / Printed series (Homogenous)of approved make (JOHNSON /OASIS / SOMANY/ VARMORA or equivalent )as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials all labour,labour cess complete in all respects.
115	Ground Floor
116	First Floor
117	Second Floor
118	Providing & laying granite stone flooring in Floors and landing using 20 mm thickgranite stone slab of approved quality, colour and size above 0.4 Sqm laid over an under layer of 20 mm thickcement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance,royalties, loading, unloading,sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.
119	Ground Floor
120	Providing & laying granite stone tiles in dado/ skirting using 10mm thick granite stone slab of approved quality, colour and size Above 0.10 Sqm & up to 0.4 sqm to proper line, level and slope laid over 12mm thick cement mortar(1: 3) confirming to including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading,sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.)
121	Ground Floor
122	Providing & laying granite stone flooring using 20 mm thickgranite stone slab of approved quality, colour and size above 0.4 Sqm as per IS 14223 in Counters, Stair Treads, Risers, planter boxes, window sills etc over an under layer of 20 mm thickcement mortar (1:4) (1 cement: 4 coarse sand) confirming to IS-1443 including cutting to size, laying and joining with white cement slurry and colouring pigment to match the shadeincluding cost of all labour, materials, taxes, royalties, loading and unloading, conveyance, sundries, watering and curing,etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.)
123	Ground Floor
124	First Floor
125	Second Floor
126	Providing and laying Kota Stone Flooring confirming to IS :15622 of approved make, quality and colour without any warpage laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand)including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading,sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.
127	Ground Floor
128	First Floor
129	Second Floor
130	Providing and layingKota Stone in Dado/ Skirting confirming to IS : 15622 of approved make, quality and colour without any warpage laid over an under layer of 12 mm thick base of cement mortar (1:3) (1 cement: 3 coarse sand)including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading,sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.
131	Ground Floor
132	First Floor
133	Second Floor
134	Providing & laying kota stone flooring using kota stone slab of approved quality, colour and size above 0.4 Sqm as per IS 14223 in Stair Treads, Risers, etc over an under layer of 20 mm thickcement mortar (1:4) (1 cement: 4 coarse sand) confirming to IS-1443 including cutting to size, laying and joining with white cement slurry and colouring pigment to match the shadeincluding cost of all labour, materials, taxes, royalties, loading and unloading, conveyance, sundries, watering and curing,etc. complete as per the direction of the Engineer-in-Charge.
135	Ground Floor
136	First Floor
137	Second Floor
138	Supplying and fixing in floor, tread, steps and landing with Ceramic Floor tiles of special plain/printed series of premium grade having thickness 7mm to 8mm confirming to IS 13755 and of size 300mm x 300mm / 400mm x 400mm of approved make (JOHNSON /OASIS / SOMANY/ VARMORA or equivalent ), laid over 20mm thick bed of cement mortar (1:4) (1cement:4course sand)and filling the joint with white cement mixed with pigment to match the shades of the tile including cost, conveyance, royalties, taxes of all materials, all labour, hire and running charges of all machineries,labour cess, T&P sundries complete as per specifiction and direction of Engineer-in-Charges.
139	Ground Floor
140	First Floor
141	Second Floor
142	Providing 50mm thick washed grit finished artificial Stone flooring ( coloured concrete ) on floors of cement concrete(1:2:4) using 12mm size hard broken granite chips including punning & flush pointing the grooves to form patterns as per design in grid of upto 600 x 600 mm ( minimum size ) mixed with pigments of approved colourincuding all cost of labour, material, conveyance, royalities, loading, unloading, T&P etc. complete in all respects as per direction of the Engineer -in-charge.
143	Ground Floor
144	Providing and laying 100mm uniform thick \"Tremix / VDF flooring\"withcement concrete of M-30 grade in alternate panels of 4M x 3M using with 20mm and down grade black hard granite crusher broken stone chips including the cost of screed board vibrator, placing of filter mat, top mat,Vacum process, power troweling, brooming, T & P charges including power, loading, unloading and hire charges, making grooves of 6mm wide and 25mm deep @ 1.5 M C/C bothways, filling the joints with approved qunlity sealing compound \"\"Grade A\"\" including the cost of all materials, cost of labours, conveyance, royalty, labour cess, etc., complete as per the specifications anddirection of Engineer -in-charge.
145	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300 x 300 having water absorption less than 0.5% of approved make, quality and colour without any warpage,with intermidiate spacers of 4 mmwidth laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) with intermidiate spacers of 4 mm including cutting to size, laying and filling the joints with epoxy tile groutof approved shade and colour, cleaning the surfaces with oxlaic acid, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading,sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.Make: Tiles-Kajaria/ Somany/ Equivalent.Grout-Fosroc/ Kerakoll/ Weber/ Equivalent
146	Ground Floor
147	Providing and fixing ISI marked both side laminated flush door shutters confirming to IS 2202(Part 1) of 35mm thickness with approved colour paint over a coat of primer etc including ISI marked necessary hardware fittings such as, SS Concealed Hinges (6\"), stopper, Door eye & magnet, SS Tower bolt-8\",Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body etc. includingcost of all labours, materials, conveyance, hardware fixing, loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
148	Ground Floor
149	First Floor
150	Second Floor
151	Third Floor
152	Providing and fixing ISI marked both side laminated flush door shutters confirming to IS 2202(Part 1) of 35 mm thickness with approved colour paint over a coat of primer etc including ISI marked necessary hardware fittings such as, SS Concealed Hinges (5\"), stopper, Door eye & magnet, SS Tower bolt-8\",Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body etc. includingcost of all labours, materials, conveyance, hardware fixing, loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
153	Ground Floor
154	First Floor
155	Second Floor
156	Providing and fixing ISI marked Double Leaf both side laminated flush door shutters confirming to IS 2202 (Part1) of 35 mm thickness including ISI marked necessary hardware fitting with approved colour paint over a coat of primer etc and hardware fittings such as, SS Concealed Hinges (5\"), stopper, top pivot, top patch, bottom patch, Door magnet, SS Tower bolt-8\", Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body and Floor Spring etc. includingcost of all labours, materials, conveyance, hardware fixing,loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
157	Providing and fixing of 46mm thick fully flush double skin Hollow metal 2Hrs fire rated doors with vision panel as per IS 3614 part-1 & part-2 for stability and integrity. Pressed Galvanized steel confirming to IS 277 with the following specification. The internal construction of the door should be rigid reinforcement pads for receiving appropriate hardware.The infill material shall be resin bonded honeycomb core. Recommended fire door shall have doors tested at CBRI or ARAI for maximum rating of 2hrs with vision panel.Test certificates should be available for vision lites / panels as part of the fire door assembly. Independent glass test certificates will not be accepted.Proper label confirming the type of door and the hourly rating is mandatory.Door leaf shall be manufactured from 1.2mm (18guage) minimum thick galvanised steel sheet.Vision panel wherever applicable should be provided as per manufacturers recommendation with a beeding and screws from inside.The glass should be 6mm clear borosilicate fire rated glass of relavant rating of the door.All doors and frames shall be finished with polyurethane aliphatic grade paint of approved colour. The door leaf and frame shall have passed minimum 250 hours of salt spray test. Rate should include supply and installation of door and hardware set as mentioned in the door and hardware schedule.
158	Providing & fixing partitions upto ceiling height consisting of Aluminium frame of tube size 50X50mm sq. tube of wall thickness 2mm and required boards including providing & fixing of frames fixed to floor and ceiling at a spacing of 610mm center to centerwith dashfastners of 12.5mm diameter 50mm length or suitable anchor fastener or metal screens with nylon plugs and the studs 48mm wide having one flange of 34mm and other flange 36mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling tubes and placed at a spacing of 610mm center to center by 6mm dia bolts and nuts including fixing of studs along both sides of partitions fixed flush to wall with suitable anchor fastner or metal screws with nylon plugs at spacing of 450mm center to center & fixing of boards to both sides of frame work by 25 mm long dry wall screws on studs, floor & ceiling tubes at the spacing of 300mm center to center. The boards are to be fixed to frame the frame work with joints staggered to avoid through cracks including jointing & finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25mm X 25mm X 0.2 mm) joint finisher & two coats of primer suitable for board as per manufacturer\"s specifications and directions of engineer in charge all complete.
159	Ground Floor
160	Providing fitting, fixing of Aluminium Door with OEL anodized Al. door section of 9202 as vertical member, 9201 as topand 9200 as middle andbottommember with frame section no9221 and tapered clip No. 4660 and the frame to be completed by means of jointing angle No. 1855 with glass / laminated particle board panels, 6 Lever MORTICE Lock, Door Stopper, Handle etc. including all cost of material, labour, labour cess T&P, hire charges of drilling machine,etc. complete as per direction of Engineer-in-charge but excluding cost of glass / laminated particle board. (measurement shall be for the frame made with aluminium section only).
161	Ground Floor
162	Supply,fabrication, erection, testing & commissioning ofheavy duty motorised & remote controlled sliding Gates made up ofstructural steel work in built up tubular(round, square, rectangular hollow tubes etc.) trusses etc. inlcuding cutting, hoisting, fixing in position and painting with one coat of red oxide primer and two coats of enamel paint, The gate should comprise of the following system.Dimension of Each Gate : 5 Mtr X 3 Mtr (Subjected to final approval by Engineer-in-Charge of the shop drawings submitted by the contractor.
163	SAFETY PHOTOCELL-01 NOSONE PAIR MAXIMUM RANGE BETWEEN TRANSMITTER AND RECEIVER- 8 METEROutput –NO/NC.RACK -01 NOS10 MM THICK GALVANISED ZINK RACK 1 METER LONG (REQUIRED STARTING TO END OF THE GATE LEAF)OPERATING POWER VOTAGE-12/24 VDC IP 44FLASHING LIGHT-01 NOSFOR GATE MOVM.REMOTE SET -01 NOSTWO REMOTES AND ONE RECEIVER MAXIMUM RANGE IN OPEN AREA 50 METERENT WITHHIGHLIGHTING AND REMOTE ANTENNA BOOSTER
164	PUSH BUTTON -01 NOS.MOTOR 1400 RPM - 01 NOS.Power Supply-220V/ 110vFrequency- 50 hzRated Power- 750 WInsulation Class-IAmbient Temparature- 20-500C The contractor shall have to furnished shop drawings and get it approved by the competent authority before execution of the work. The quoted rate shall include cost of all material, labours, all consumables, all required plants & machinery, conveyance, loading and unloading, charges towards commisioning of gates, any other statutory charges etcall complete as per the direction of Engineer-in-charge.
165	Supply and fixing of uPVC Sliding glazed Window made outof hollow multi-chambered uPVC sections having isolated drainage system with the design 2 Track 2 Panel System. The 2 track outer frame of the window having over all size of 98 x 52 mm (with mosquito mesh) having internal wall thickness of 2.50 mm. The glass sashes / shutters shall be made out of Upvc sectionswith over all size of 42 x 70 mm with internal thickness of 2.50 mm. The mosquito mesh shutterhaving over all size of 25 x 52 mm with internal wall thickness of 2.50 mm. Reinforcement ofgalvonised mild steel with thick ness of 1.50 mm has to put through out the Frame, glass shutter and mesh shutter. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight and unmoved. Single point locking system (called touch lock) made out of casted zamac with white powder coated and locking hook will make of SS 304 grade material. Aluminum guide rail will be fixed on the Bottom part of frame on which the glass shutters will run. The roller will make of nylon an having capacity of 40 - 120 kg depends on glass weight. Finseal will be provided to protect the dust in between closing point & interlocking point of glass & mesh shutters. The Interlock of the uPVC window should be approved by the Engineer-in- charge before fixing. Glass thickness and colour can be changed as per requirement.
166	Ground Floor
167	First Floor
168	Second Floor
169	Supply and fixing of Partly fixed & partly openable uPVCglazedWindows made outof hollow multi-chambered uPVC sections having isolated drainage system with the design Casement (Outside open coupled with fixed) The window frame having over all size of 60 x 52 mm having internal wall thickness of 3.00 mm. The glass panel shall be made out of Upvc sectionswith over all size of 60 x 78 mm with internal thickness of 3.00 mm. Reinforcement of galvonised mild steel with thickness of 1.50 mm has to put throughout the frame, glass panel. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight.Single point locking system (called Cockspur) made out of casted zamac with white powder coated and Friction and Stray Hinges will be made of SS 304 grade material. Multipoint locking system (called Espag) made out of casted zamac with white powder coated can be used if height goes beyond 4.50 feet. Glass thickness and colour will be change as per requirement.
170	Ground Floor
171	First Floor
172	Second Floor
173	Supply and fixing of openable uPVCglazedWindows made outof hollow multi-chambered uPVC sections having isolated drainage system with the design Casement (Outside open coupled with fixed) The window frame having over all size of 60 x 52 mm having internal wall thickness of 3.00 mm. The glass panel shall be made out of Upvc sectionswith over all size of 60 x 78 mm with internal thickness of 3.00 mm. Reinforcement of galvonised mild steel with thickness of 1.50 mm has to put throughout the frame, glass panel. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight.Single point locking system (called Cockspur) made out of casted zamac with white powder coated and Friction and Stray Hinges will be made of SS 304 grade material. Multipoint locking system (called Espag) made out of casted zamac with white powder coated can be used if height goes beyond 4.50 feet.Glass thickness and colour will be change as per requirement.
174	Ground Floor
175	First Floor
176	Second Floor
177	Third Floor
178	Supply and fixing of uPVC fixed glazed Windows made outof hollow multi-chambered uPVC sections having isolated drainage system with the design Casement (Outside open coupled with fixed) The window frame having over all size of 60 x 52 mm having internal wall thickness of 3.00 mm. There will be no additional glass panel to the, glass will be fixed with the frame itself. Reinforcement of galvonised mild steel with thickneness of 1.50 mm will have throughout the frame. Glass support beading making of Upvc sections will be fixed with EPDM gaskit to keep glass tight. Glass thickness and colour will be change as per requirement.
179	Ground Floor
180	Supply and fixing of uPVC fixed glazed ventilators made outof hollow multi-chambered uPVC sections having isolated drainage system with the design Casement (Outside open coupled with fixed) The window frame having over all size of 60 x 52 mm having internal wall thickness of 3.00 mm. There will be no additional glass panel to the, glass will be fixed with the frame itself. Reinforcement of galvonised mild steel with thickneness of 1.50 mm will have throughout the frame. Glass support beading making of Upvc sections will be fixed with EPDM gaskit to keep glass tight. Glass thickness and colour will be change as per requirement.
181	Ground Floor
182	First Floor
183	Second Floor
184	Supply and fixing of uPVC Top Hung glazed uPVC ventilator made outof hollow multi chambered uPVC sections having isolated drainage system with the design Casement (Outside open) The casment frame of the window having over all size of 60 x 52 mm having internal wall thickness of 3.00 mm. The glass panel shall be made out of Upvc sectionswith over all size of 52 x 78 mm with internal thickness of 3.00 mm. Reinforcement of galvonised mild steel with thickness of 1.20 mm has to put throughout the frame, glass panel. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight. Single point locking system (called Cockspur) made out of casted zamac with white powder coated and Friction and Stray Hinges will be made of SS 304 grade material. Multipoint locking system (called Espag) made out of casted zamac with white powder coated can be used if height goes beyond 4.50 feet. The model and brand of theuPvc window shall be approved by the Engineer -in- charge before fixing. Glass thickness and colour will be change as per requirement.
185	Ground Floor
186	First Floor
187	Second Floor
188	Supplying, Fitting andFixing M.S works of approved designs made out ofM S Flat, hollwo section, i Section,Square bars/ Round bars etc. in railings, grills, gates etc of approved specifications / dimensions with necessary welded clamps fixed in proper position & plumb includingasingle coatof priming of approved quality metallic primer, making required holes in Masonary Walls / R.C.C Structures (where necessary)and grouting the clamps with C.C(1:2:4) with 12mm size black hard crusher broken granitestone chips, making good to the damages of Masonary Walls/ R.C.C Structures including cost, conveyance, loading, unloading,stacking, royalties and taxes of all materials , cost of all labours, staging, scaffolding, sundries,T&P etc. complete as per the direction ofthe Engineer-in-charge.
189	Ground Floor
190	First Floor
191	Second Floor
192	Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes of all materials, cost of all labour,labour cess, T&P etc. required for the work complete in all respect as per direction of the Engineer-in-charge.
193	Ground Floor
194	First Floor
195	Painting two coat with approved synthetic enamel paint to new steel work over a coat of Red oxide primer including cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer in charge.
196	Ground Floor
197	First Floor
198	Second Floor
199	Painting two coats with plastic emulsion paint over a coat of water bond cement primer to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess, T&P etc. complete as per the direction of the Engineer-in-charge.
200	Ground Floor
201	Painting two coats with Oil bound Distemper over a coat of cement primer to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge.
202	Ground Floor
203	First Floor
204	Second Floor
205	Third Floor
206	Providing and applying 2 coats ofElastomeric & Decorative acrylic waterproofing coating over and including priming coat of exterior primer of approved shade & make over external surfaces as per maufacturer\"s specifications including all cost of materials, labour, watering & curing T&P etc complete as per direction ofEngineer -in-charge. (Colour & shade to be approved before procurment & use). Coating shall be UV resistant, breathable & flexible having minimum 100% elongation when applied at 110 micron DFT with following properties: Nature : Single componentSpecific Gravity : 1.29Elongation(110 micron DFT) ASTM D412-02 : >100%Breathability ASTM E96 : 22 gm/m2/dayRapid chloride penetration test ASTM C1202-97 : very low Accelerated weathering (1000hrs UV exposure), ASTM D 4587 : no defects Tensile strength @250micron ASTM D412-02 : >2.0N/mm2Crack bridging ability ASTM C836 : Passes > 0.5mm widthAdhesion strength : 1.3N/mm2Coating thickness DFT in two coats : 110 microns
207	Ground Floor
208	First Floor
209	Second Floor
210	Third Floor
211	Providing & Painting two or more coats with texture exterior paint over and including priming coat of exterior primer of required shade after preparation of surfaces including brushing the suface to make free from foreign materials, sand papering, Priming, etc. including the cost, conveyance, taxes of all materials, cost of all materials, T&P, etc, all complete as per the direction of Engineer-in-Charge.
212	Ground Floor
213	First Floor
214	Second Floor
215	Third Floor
216	Providing & Paintingtwo coats of Elastomeric acrylic polymer based solar reflective and insulating coating of SRI value > 0.50 over a coat of polymer modified slurry coat & following properties including cost, conveyance, transportation of all materials, cost of all labour, sundries, T&P etc. complete as per direction of Engineer in charge.
217	Appearance and colour : White coloured, pasty consistencySurface drying time: 15 min - 20 min at 27ºCAdhesive Bond strength/ Pull out Over coating time : 2 - 3 hoursShore A Hardness :45 - 55Tensile strength at break as per ASTM D 412: 1 - 1.5 N/mm2Elongation at break as per ASTM D 412: 100%Q-UV accelerated weathering (3000 Hrs)- No evidence of cracking, deterioration & loss of fl exibilityService temperature :30ºC to +90ºCThermal conductivity :0.1 W/ m 0C
218	Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand : 2 graded stone aggregate 6 mm nominal size chips) for coping, including the cost of centering, shuttering and finishing including placing two nos. of 8 mm dia Fe 500 grade reinforcement bars suitably as per the approved drawings including the cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc. complete as per direction of the Engineer -in-charge
219	Terrace at 2nd floor level
220	Upper Terrace
221	Providing and leaving PVC sleeves during formwork in RCC wall, slabs, beam, parapets, and other locations as called for, sleeves cut to required sizes, complete as per detailed drawings at all levels.(Length - upto 400mm)including cost, conveyance,of all materials, cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
222	75 mm dia
223	100 mm dia
224	150 mm dia
225	200 mm dia
226	Core cutting in RCC slab / wall and other locations, including finishing the same with anti shrinkage grouting, water proofing, applying sealent if required etc. complete.as requiredincluding cost, conveyance,of all materials, cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
227	75mm dia
228	100mm dia
229	150mm dia
230	200mm dia
231	Supply, Installation of Powder Coated Louvers with Outer frame as 25 mm x 50 mm x 1.5 mm tubular frame and Channel suitable to Louver Panels with Panel dimension as 56.5 mm without bend with wall thickness as 2 mm with two nos of screws grooves. Outer frame shall be Cut into Rectangular or Square sizes or as per site requirements with mitered joints and CSK screws. Main frames shall be fixed onto the Civil openings with approved make HFV anchor fasteners of M10 x 80. Louver Panels shall be fixed onto the main frames by SS Screws of PH M10 x 50 of of approved make.
232	Ground Floor
233	First Floor
234	Supply of all materials & installation of modular kitchen as per detailed tender specificationsincluding cost, conveyance,of all materials, cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
235	Staff Quarter-I
236	Staff Quarter-II
237	Staff Quarter-IIII
238	Director\"s Residence
239	Providing and fixing Signages up to 8\"x1\"-0\" made of 1.5-2 mm thick SS sheet of approved shade & quality fixed with SS screws including all backing and supports etc. complete in all respectas per the direction of Engineer-in-Charge
240	Providing and fixing External SS signages, with lighting provisions, permanently fitted to the Building Structure as sizes provided in the 3D views / Detailed drawingsincluding the cost of all the hardwares, adhesive,labour etc. complete in all respectas per the direction of Engineer-in-Charge.
241	Supply & application of Fosroc HDPE-P Standard pressure sensitive membrane of 1.2mm thick, which forms a unique, integral bond to the poured concrete, preventing both the ingress and lateral migration of water while providing a robust barrier to water, moisture and gas and delivers superior performance in harsh conditions. The membrane shall confirms to basement waterproofing protection EN 13967:2012 and BS 8102:2009Properties :1) Resist hydrostatic pressure of > 70 m head of water(As per ASTM D5385) 2) Peel adhesion to concrete- 880 N/mm (As per ASTM D903) 3) Puncture Resistance – >600 N (As per ASTM E154) 4)Tensile Strength – >21 MPa (As per ASTM D412) 5) Elongation: >400%The membrane shall be laid over the concrete blinding having smooth dried & necessary side overlaps between the membranes and fixing end overlaps by seal Tape,firm rolling onto the surface to get a tight seal, etc. All systems to be installed as per manufacturer\"s recommendations, etc. complete with all lead and lift for all materials and labor and as directed by Engineer in-charge.
242	Ground Floor
243	Providing all materials, labour, T&P and applying food grade waterproofing to the inside portions of water tanks by following operations.Surface Preparation:Surface to be free from frost, surface laitance and contamination free from loose aggregate or other sharp protrusions with fairly smooth finish for application of waterproof coating prime the surface with water.Coving & Bore cracking with Nitobond SBR Latex:Coving the junctions of the retaining wall and base raft with fillet of size 75mm x 75mm with CM 1: 3 admixed with Nitobond SBR Latex.
244	System:Providing and applying two coats of Nitocote CM210, an elastomeric cementations coating to forms 2.0mm thickness waterproofing coating at a coverage 3.8kg/sqm. System shall consist of two-component polymer modified cementations coating is supplied in pre-packaged form. The product is designed to be easily mixed on site using a slow speed drill fitted with a mixing paddle and then applied to the substrate using a trowel for best results. Nitocote CM210, available in grey and white, cures to form an elastomeric impermeable membrane. Has an approved under the UK WBS (WRc Listed) Scheme No. 0510522. The cured coating, after immersion, shall be capable of withstanding cracked substrate cyclic movement from 0 - 300 - 0 microns at 15°C for 6,000 cycles without failure. It shall have the capability to resist a positive water pressure of 5 bar and a negative water pressure of 3 bar when tested to European standard CEN/ TC 67 67072:2003 part A-7.complete as per manufacturer’s specification, approved Drawings, as specified and as directed by Engineer, at all levels.
245	Typical properties of mixed material:Pot life at 20ºC: 1 hour Colour: Grey or whiteMixed density: 1850 kg/m³Minimum application temperature: 5ºCProperties of cured coating (21 days cure at 23ºC followed by 28 days immersion at 23ºC).The values obtained are for Nitocote CM210 when applied in two coats each of 1mm wet film thickness:Resistance to positive water pressure (DIN 1048): 5 bar (50m head of water)Resistance to negative water pressure (DIN 1048): 3 bar (30m head of water)Static crack accommodation: >1.0mmAbrasion resistance: Wear Index 1 (ASTM D 4060) equivalent to 40 N/mm2 concrete Chloride ion diffusion No penetration after resistance (Taywood method): 12 months continuous testingCO2 diffusion resistance (Taywood method) after 5000 hours QUV* : >50m
246	Supplying all materials, T&P at site for instalation of damp proofing system comprising of following operations
247	Construction Joints with pressure groutingCut open the cracks or Construction joint in V groove , fill the same with cement mortar of 1:3 rtio admix with SBR Latex then Providing chemical injection treatment at construction joints, leaking spots and honey combs in the form of pressure grouting to the cold joint by injecting cement slurry mixed with grout admixture Cebex 100 @ 225 gms.per bag of cement with 40 psi pump, in the required consistency through the pre fixed PVC nozzles in the 18 mm dia holes, fixing of PVC nozzles with Renderoc Plug and final cutting the projected nozzles and sealing off the PVC nozzles after the injection operation is over with Renderoc plug, non-shrink rapid setting mortar compound, finishing, curing etc. as per manufacturers specification and as directed.
248	Surface Preparation:-Existing Substrate surface will be made clean, dry, smooth and free of contaminants such as grease, coal tar and oil based products remove without traces. All sharp edges, fins and rough surfaces that could damage the membrane will be removed.Coving:-Providing and Appling at the junction of slab and vertical offsets with Cement Mortar 1:4 and admixed with Nitobond SBR at dosage of 1.0 L per 50kg cement where ever necessary.System Application of Bitumen Coating:-Providing & applying Brushcrete or equivalent a single component acrylic based polymer when blended with cement to form a composite polymer modified cementitious waterproofing system of 1.5mm thick having Bond strength with concrete : > 1N/mm2, can be used in conjunction with 40 GSM fibre mesh to form a tough hard wearing surface.
249	Protection PlasterFine sand shall be sprinkled while the coating is in tacky condition. Providing and laying plastering of 12mm thickness in CM 1:4 mixed with integral waterproofing compound Conplast WL Xtra @200ml of Fosroc Chemicalsper bag of cement. System include necessary preparation, curing with water, chemicals used, labour, etc as per specification complete.The cost will include the instllation of the entire system along with the costand conveyance of all materials cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.The entire system has to be installed by a FOSROC authorized applicator and shall have a warranty of 10 years from the date of installation.The contractor have to furnish test reports & certificates of products used for verification of its properties.The cost will include the instllation of the entire system along with the costand conveyance of all materials cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
250	Providing and fixing water swellable-basic polymer-hydrophilic waterstops Supercast SW 20 at all construction joints / Starter jointsl having unrestrained volumetric expansion up to 300%, Shore A hardness of 25 to 35, Hydrostatic pressure resistance of 100 meters Complete as per the manufacturer’s specification
251	Chase opening the Construction Joints by providing “ U ” groove, removing the dust and clean the designated area fill the prepared surface using Renderoc CS completely as per the manufacturer’s instruction and providing chemical injection treatment in the form of pressure grouting to the cold joint by injecting cement slurry mixed with grout admixture@ 225 gms.per bag of cement, in the required consistency through the pre fixed PVC nozzles in the 18 mm dia holes, fixing of PVC nozzles with Renderoc Plug.
252	Providing all materials & applying Expansion Joint Treatment by following Operations
253	Surface Preparation:All surfaces shall be dry and free from frost, surface laitance and contamination, cavities and projecting nibs & should be prepared to a width of 50 mm greater than that of the membrane. The flexible epansion joint membrane should be turned up to parapets or other vertical surfaces to create a minimum 10 mm splay using epoxy resin fairing coat & filler of compressive strength of 70 mpa & soli-100%.System:Stage 1- Membrane Preparation:The mebrane having tensile strength of 7 mpa and minimum elongation of 400% and density of 1.7 should be laidred face upwards, on a clean surface and lightly buff the red face using an abrasive flap wheel, fitted to a standard electric drill. The membrane is ready when a matt finish is achieved. The surface of the membrane is cleaned with a brush followed by wiping with solvent.
254	Stage 2- Mixing and Adhesive Application:The two component adhesive is to be mixed thoroughly using a slow speed drill and paddle stirrer for 4 minutes, stopping to scrape down the sides of the container. When mixed, the adhesive should be a uniform grey colour. Masking tape should be used at extremities and along centre line of joint. The mixed adhesive is to be applied using a serrated spreader then the masking tape is to be removed and the membrane is to be postioned on to the adhesiveand roled firmly to displace trapped air and to ensure extrusion of the adhesive through the edge perforations. The second coat of the adhesive is to be applied to the full width of the top surface of membrane then the central release film from membrane is removed along with the outer edge masking tape and then feather the edges using the adhesive.
255	The cost will include the entire process along with the costand conveyance of all materials cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
256	Providing and fixing sheet covering over expansion joints Aluminium fluted strips 3.15 mm thick.with iron screws as per designincluding cost, conveyance, of all materials, cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
257	Providing and fixing Glass Reinforced Concrete (G.R.C) Jallis in approved size, pattern, design, shade and thickness of 50mm on frame and design element in 30mm thick casted with layering technique Power Spray methodology have weight approximately between 3.5 – 4 Kg per Sq. Ft. and color of M/S UniStone make or equivalent. The above weight and thickness is considering dimensions of screens up to 2133mm in height and 1219mm in width and having at least 50% void space. The screens casting shall take place with layering methodology using- Direct Power Spray machines. The screens shall be casted from ‘53 grade’ White Portland Cement fine graded, sieved Quartz & Silica Sand, reinforced with Alkali Resistant Glass Fiber manufactured between 4-5%having Zirconia content at least 16%, Super Plasticizersand U.V resistant Synthetic inorganic pigments should be used.
258	The material casting should take place in FRP Molds. The GRC Panels flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.P should be above or equivalent to 15 N/mm2 for tests done on 28 days cured samples. The fixing of panels should be ‘Dry fixing’ i.e. to be done with M.S Galvanized Clamps, fixtures and fasteners & Self Tapping screws or as per approved shop drawings approved by site engineer in charge.
259	Providing and laying 80 mm thickM-40 grade grass paver laid over 150 gsm geotextile soil separator membrane on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
260	Hoisting joists and trusses and placing in position including the cost of all materials, cost of all labour, conveyance, loading, unloading, T&P, etc, all complete as per the direction of Engineer-in-Charge.
261	Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275 gm/m² including cost, conveyance, transportation of all materials, cost of all labour, sundries, T&P etc. complete as per direction of Engineer in charge.
262	Providing and fixing of 6 mm thick (minimum) co-extruded UV Protected Multicell Polycarbonate panels with 3 cells - 4 walls structure with panel width of 700 - 900mm and having vertical standing seam at both sides of the panel minimum protruded 15-20mm height for better connector engagement. Panels shall be fixed on Purlin with the Z-type stainless steel fastener and snap on connectors. Panel shall be secured with Snap on connector to interlock the panels shall have 2-4 tooth locking with continuous connector mechanism along with Standing seam to ensure maximum uplift capability. Fasteners shall be fixed on Purlins using minimum 3 self drilling screws for maximum wind uplift capability. Panel shall be sealed with Anti-dust Aluminium tape / Aluminium U Profile(mill finish) for ends.Panels shall be tested against fire as per EN 13501-1:2007 in an international accredited laboratory and classified B-s2, d0. Panel shall be manufactured in a manufacturing facility with approved Quality Assurance procedure as per ISO 9001 & ISO 14001. Multicell Panels shall be fixed over structural steel / MS purlin(shall be paid separately) conforming to the detail technical specifications as below and as per approved colour and directions of Engineer-In-Charge including the cost of cost of all labours, materials, conveyance, loading and unloading, sundries and T&P etc all complete as per direction of the Engineer -in-charge. MAKE:- Dpi/ Lexan/ Sabic Innovative Plastic India Pvt Ltd. (Formerly GE Plastics)/ Equivalent
263	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres including cost of all equipment, sundries and T& P taxes, etc all complete as per the direction of Engineer-in-charge.
264	Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified upto the specified depth mentioned in the approved Drawing & Design, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works (5th Revision).
265	Construction of granular sub-base by providing Close graded Granular subbase using Grading-IV material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (5th Revision) including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of all machineries, etc. all complete as per the direction of the Engineer -in -charge
266	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (5th Revision) including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of all machineries, etc. all complete as per the direction of the Engineer -in -charge
267	Providing and laying bituminous macadam usinggrading IV materials with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (5th Revision) including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of all machineries, etc. all complete as per the direction of the Engineer -in -charge
268	Providing and laying semi dense bituminous concrete using grading IV materials with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (5th Revision) including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of all machineries, etc. all complete as per the direction of the Engineer -in -charge
269	Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical meansincluding cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of all machineries, etc. all complete as per the direction of the Engineer -in -charge
270	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broomincluding cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of all machineries, etc. all complete as per the direction of the Engineer -in -charge
271	Road Marking by Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of all machineries, etc. all complete as per the direction of the Engineer -in -charge
272	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
273	90 Cm Equilateral triangle
274	80 x 60 Cm rectangular
275	Providing and laying factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
276	60 mm thick
277	80 mm thick
278	Supplying & fixing at site factory made/ precast cement concrete kerb stone of M-40 grade including cost of all labours, materials, conveyance, loading and unloading, and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge & MoRTH Clause 408. The rate includes excavation of trenches, laying of foundation concrete &sand & mortar bed etc. as per approved drawings. The work will be executed as per the final approved Cross Section by the EIC.Note : (Measurements will be made by calculating the volume of Kerb stone itself, no other measurements will be taken.)
279	Providing and placing in position factory made machine batched & machine mixed Precast RCC Covers on drains of footpath of various sizes, of M-25 grade cement concrete, including cost of centering, shuttering, reinforcement of specified dia TMT bars of Fe 500 grade, neat cement punning on finished surface, properly encased on all edgesand providing 2 Nos. 12 mm dia bar for hooks, includingcost of all labours, materials, conveyance, loading and unloading, royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
280	Providing and laying non-pressure NP3 class (Medium duty) R.C.C. pipes with Spigot Joint with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) in trenches including excavation of trenches,bedding with cement concrete 1:5:10 &making haunches all around the pipe with cement concrete 1:2:4, refilling the trenches after laying the pipe with excavated earth/sand & testing of joints etc.all complete as per the direction of Engineer-in-Charge.
281	300 mm dia R.C.C pipe
282	Providing and fixing Glass mossaic tiles on finished plain surface of size 200 mm x 200 mm x 4 mm in all colour, design , fixing in customize design. The glass mosaic tiles to be fixed to the surface with the help of grey cementitious based high quality adhesive IS 15477 Type I & II. @ 4kg/sqm of tile area having porosity less than or equal to 3% for both external & internal applications mixed with clear portable water in the water powder ratio of 0.25 to 0.28. the joints to be finished with stain free miscible epoxy resin tile grout of approved manufacturer @ 0.07 kg/ rmt , Compressive strength : > 75 N/mm2 (ASTM C 579) (7 days) , Tensile strength : >10 N/mm2 (BS 6319) (7 days) , Water absorption : < 0.1% (ASTM D 570) including the cost of all materials, cost of all labour, conveyance,royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge. Make - Fosroc/Equivalent (Grout & Adhesive).
283	Grassing with selection No.1 grassTurf including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowingincluding cost of all materials,conveyance, labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.
284	Providing and laying in position Exposed Laterite Stone Cladding work using laterite stones of standard size factory made for 3\" thickness fixed to existing masonry / concrete surface with necessary gum and other additives with design work and other decorative features as per detailed drawings including the cost of all materials, cost of all labour, conveyance, loading, unloading, T&P, etc, all complete as per the direction of Engineer-in-Charge.
285	Providing monolithick EPDM Rubber flooring as per the approved crust details including the cost of all materials, labour, T&P all complete as per the direction of Engineer in Charge. EPDM Top 15mm: Monolithic flooring consisting of 9mm.Base made from rubber shreds compacted with PU and 6mm top made from EPDM rubber granules compacted with PU shades conforming to the detail technical specifications as below and as per approved colourincluding the cost of cost of all labours, materials, conveyance, loading and unloading, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
286	LANDSCAPING & HORTICULTURE
287	SOFTSCAPING WORKS
288	Treching in ordinary soil upto a depth of 60 cm including removal and stacking of servicable materials and then disposing of surplus soil, by spreading and neatly leveling with in a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trenchwith water including cost of labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.(excluding cost of imported earth, sludge or manure).
289	Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 Meterincluding cost of labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.(excluding cost of imported earth, sludge or manure).
290	Supplying and stacking of good earth at site including royalty and carriage all complete as per the direction of Engineer-in-Charge. (earth measured in stacks will be reduced by 20% for payment).
291	Supplying and stacking at site dump manure from approved source,including carriage complete as per the direction of Engineer-in-Charge. (manure measured in stacks will be reduced by 8% for payment) :
292	Rough dressing the trenched ground including breaking clods ncluding cost of labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.
293	Fine dressing of the ground including cost of labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.
294	Mixing earth and sludge or manure in the required proportion including cost of labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.
295	Grassing with selection No.1 grassTurf including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowingincluding cost of all materials,conveyance, labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.
296	Spreading of sludge, dump manure and / or good earth in required thickness including cost of labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.
297	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :
298	Holes 1.2m dia, and 1.2m deep.
299	Holes 60 cm dia, and 60 cm deep.
300	Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 nos ( 3 nos horizontal & 4 nos vertical \"U\" shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge.
301	Preparation of mounds of various size and shape by available excavated / supplied earth, boulders including laying of150 gsm geo textile mebrane & Grass turfing in layers not exceeding 20 cm in depth, breaking clods, watering of each layer , dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction ofOfficer-in-charge. The rate includes transportation of boulders from different location within the site to location of mounds including conveyance charges for headload for transportation within 150 meters of the location of the mound.
302	HORTICULTURE WORKS
303	Supplying and planting best quality container- grown healthy trees of species as specified. All trees to be approved before planting. Inclusive of maintenance as specified for one year after planting.(all plants are acclimatized, disease less and foliage as per the height, sets & required proportions)
304	Trees:
305	Shorea Robusta
306	Ficus benjamina
307	Bombax Ceiba
308	Bauhinia spp.balanced crown with healthy branches , multibranching above 1.5m
309	Lagerstroemia Flosreginae , multibranching above 1.5m
310	Delonix Regia ,multibranching above 1.5m
311	Cassia Fistula ,multibranching above 1.5m
312	Plumeria Alba / Rubra ,multibranching above 1.5m
313	Mimisops elengi
314	Chorisia Speciosa
315	Albizia Lebbek
316	Erythrina Indica
317	Peltophorum Ferrignum
318	Petrocarpus Spp.
319	Machelia Champaca
320	Saraca Ashoka
321	Azardichta Indica
322	Magnefera Indica
323	Syzyginum Cumini
324	Manikara spp.
325	Madhuca Indica
326	Supplying and planting best quality pot-grown healthy shrubs minimum 450mm tall of species specified, inclusive of preparation and cultivation of shrub beds as specified. All plants to be approved before planting. Inclusive of maintenance as specified for one year after planting. (all plants are acclimatized, disease less and foliage as per the height, sets & required proportions)
327	Shrubs:
328	Hamelia Patens
329	Tecoma stans
330	Plumbago
331	Hibiscus cooperii
332	Cordyline red
333	Bambusa Ventricosa
334	Alpinia variegated
335	Caallindra dwarf
336	Hibiscus Rosea
337	Cestrum Diarnum
338	Furcaria
339	Dianella variegated
340	Zapharanthus lily
341	Ficus Longisland
342	Jathropha
343	Ficus Panda
344	Ficus Benjamina
345	Canna dwarf
346	Bauhinia Tomentosa
347	Ground Cover
348	Lantana camara
349	Wadelia Trilobata
350	Setcreasea purpurea
351	Croton Mixed
352	Opipogon Variegated
353	Russilia Pink
354	Spider Lily
355	Syngonium red
356	Sanseveria
357	Barleria mixed colours
358	Creepers
359	Clerodendron Splendis
360	Jacquimontia
361	Providing and applying anti termite treatment of infected trees i/c all branches/leaves by spraying chemical emulsion 0.5% (Chlorpyriphos 20% EC) concentration through power spray machine (@ 100 ml Chlorpyriphos per tree i/c cost of chemical) and as per direction of officer-in-charge.and as per direction of officer-in-charge.
362	E.I. WORKINTERNAL WIRING - GROUP BWiring for light point / fan point /exhaust fan point/ call bell point with 1.5 Sqm.m FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC Conduit, with modular switch,modular plate ,suitable GI Boxand earthing the point with 1.5 Sqm.m FRLS PVC insulated copper conductor single core cable etc. as required.
363	Wiring for twin control light point with 1.5 Sqm.m FRLS PVC insulated copper condutor single core cable in surface / recessed PVC conduit 2 way modular switch, modular plate,suitable GI box and earthing the point with 1.5 Sqm.m .FRLS PVC insulated copper conductor single core cable etc as required.
364	Wiring for light /power plug with 2x4 Sqm.m FRLS PVC insulated copper conductor single core cable in surface /recessed PVC conduit along with 1 No 4 Sqm.m FRLS PVC insulated copper conductor single core cable for loop earthing as required.
365	Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface/recessed PVC Conduit as required.
366	2x1.5 Sqm.m + 1x1.5 Sqm.m earth wire
367	2x2.5 Sqm.m + 1 x 2.5 Sqm.m earth wire
368	2 x 4 Sqm.m + 1 x 4 Sqm.m earth wire
369	4x10 Sqm.m + 2x6 Sqm.m earth wire.
370	4x16 Sqm.m + 2x6 Sqm.m earth wire.
371	Supplying and fixing suitable size GIbox with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch ,connectionetc as required.
372	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 15/16 and 5/6 amps modular socket outlet with shulter and 15/16 amps modular switch connection,etc as required.
373	Supplying and fixing of following sizes of medium class PVC conduit along with acessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
374	25 mm
375	32 mm
376	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing of 25A modular socket outlet and 25A modular SP MCB \"C\" curve including connections painting etc. as required.
377	Wiring for group controlled (looped) light point / fan point /exhaust fan point/ call bell point (without independent switch) with 1.5 Sqm.m FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC Conduit, with modular switch,modular plate ,suitable GI Boxand earthing the point with 1.5 Sqm.m FRLS PVC insulated copper conductor single core cable etc. as required.
378	Group B
379	DISTRIBUTION BOARDS & METER BOARDS
380	Supplying and fixing following way prewired TP & N, MCB distribution board of sheet steel for 415 volts on surface /recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FR PVC insulated copper condutor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isoltor).
381	4 way (4+12) Double door
382	6 way (4+18) Double door
383	8 way (4+24) Double door
384	Supplying and fixing following way, singlepole and neutral, prewired, sheet steel, MCB distribution board, 240 volts, on surface /recess, complete with loose wire box, terminal blocks, duly prewired with suitable size FR PVC insulated copper condutor upto terminal blocks, tinned copper bus bar, neutral link, earth bus, din bar, detachable gland plate, interconnections, powder painted including earthing etc as required. (But without MCB/RCCB/Isolator)
385	8 way Double door
386	Supply and fixing 5 amps to 32 amps rating.240/415 volts.\"C\" curve miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections,testing and commisioning etc.as required
387	Single pole
388	Supply and fixing following rating,four pole (three phase and neutral), 415 volts,RCBO having a sensitivity current upto 300 amp in the existing MCB DB complete with connection ,testing and commissioning etc. as required.
389	63 amps
390	Supply and fixing following rating,double pole (single phase and neutral),240 volts,RCBO having a sensitivity current upto 300 amp in the existing MCB DB complete with connection ,testing and commissioning etc. as required.
391	25 amps
392	Supplying, erection & commissioning of single front dead back cubical panel complete with cable alleys meter compartment having 75x75x3mm thick acrylic sheet viewing windows and meter, compartment having sealing arrangement & fixing including TPN+E aluminium bus bars and all interconnection with PVC insulated copper conductor cable neon indicating lamps including providing danger plate, painting and with following switchgears etc. and with following switchgears etc. and connections crimped with DOWELS make lugs / ferrules etc. & space for DG sensing interface unit as per specification drgs as required.( Meter Boards )
393	METER BOARDSIncomer100A 4P MCCB 16kA with CTs,Metering & Indicating lamps150A 4P Al. Bus BarOutgoingsSpace for Three phase meter (20A - 60A 415 Volt) - 5 Nos.63A 4P MCB\"s 10KA - 5 Nos.25A DP MCB 10KA - 1 No.
394	Supply, installation, testing and commissioningof cubicle type, LT outdoor feeder pillar, double door fully compartmentalised, dust and vermin proof, made out of 2 m.m. thick CRCA sheet steel, floor mounted, free standing, lockable, confirming to IP- 54, mounted on finished brick foundation, powder coated/ epoxy painted, cable entry from bottom, with following configuration- (FP).INCOMER :-400A 4P MCCB (35kA) MP based -1 No. with ProtectionsIncomer Metering & Protection.1 Set of Multifunction meter (96x96mm) for V/A/PF/Hz/KVAH/KWH with LCD/LED Display as per IS 14697.3 Nos. 400/5A ratio CTs 15 VA class 5P 10.3 Nos. phase indicating lights with control fuses.
395	1 No. under voltage relay.1 No. over voltage relay .1 No. IDMT relay.1 No. Master Trip Relay.1 No. Earth Fault Relay.1 Set of control fuses & control terminals.3 Nos. breaker ON/OFF/TRIP indication lamp with SP MCB.500A 4P Aluminium bus bar.Suitable cable gland for 2x3.5 C x 150 sq. mm. OUTGOING :-200A 4P MCCB - 01 No.100A 4P MCCB - 08 Nos.63A 4P MCB - 03 Nos.40A DP MCB - 01 Nos.
396	WIRING FOR TELE. & DATA POINTS
397	Supplying and fixing of following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required.
398	75 mm x 75 mm x 60 mm deep
399	Supplying and drawing following pair, 0.5.mm dia FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/ recessed steel/ PVC conduit as required.
400	2 Pair
401	Supplying and fixing following modular switch/ socket on the existing modular plate and switch box including connections but excluding plate etc .as required.
402	Telephone socket outlet
403	TV antenna socket outlet
404	Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
405	Supplying and fixing of the following sheet steel clad wall / recess mounting telephone tag blocks of krone make constructed from 14 SWG sheet steel finished with red oxide coating of two coats of paint with hinged gasketted powder coated door and complete.
406	10 pairs
407	EARTHING
408	Design for Earthing & Lighting Protection
409	Conducting Soil resistivity test Carrying out the soil resistivity test by using Megger make Earth Tester DET4TD2. (UK Make) as per four pin wenner method or three pin fall of potential method for Earthing Design.
410	Design of Earthing for Electrical equipments and lightning protection for Buildings to achieve desired earth resistance value as per IS3043, IEEE80, IS732 and IEC62305, design of conductor sizing detail to meet the fault level requirement as per IS3043, IEEE80, IS732 and IEC62305, with earthing layout indication numbers of earth pits required for all the buildings as specified.
411	ROD EARTHING STATIONS
412	Cu Bonded ROD EARTHING STATIONS
413	Supply & Installation of Waterless and maintenance free Earthing (grounding) electrode of size Dia 85mm x Length 3000 mm with 16 mmCubonded MS conductor in Pre cast or in-site cast in high purity electrically conductive granular (Marconite), having ultra low resistivity of 0.001 Ohm - m. ( Provide the resistivity certificate for the same) Electrode made of electrically conductive granular mixed with cement to pre cast or backfill the voids surrounding the metal conductor in augured bore hole of 85 mm dia x 3000 mm depth, resulting in increase of effective surface area of the earth electrode and in case of high soil resistivity agrid of multiple electrodes to be installed to lower the desired earth resistance value , permanently with no further maintenance orperiodic watering or recharge during it’s life of over 50 years in all type of soil including dry or rocky soils. Earth enhancing material should not leach into the adjacent soil or underground water channels and it’spH should be in neutral range.
414	Earth enhancing material should permanently protect the encased metal conductor of corrosion.Electrode\"s top terminal should be sealed permanently with the conductive concrete and extension strip taken out be terminated at earth bus bar.Electrode\"s top terminal should be sealed permanently with the conductive concrete and extension strip taken out be terminated at earth bus bar. Other hardware like nuts, bolts and washers should be of Stainless Steel.Electrode should withstand fault current up to 30 kA for 1 second.(Bidder Provide the certificate for the same )
415	Supplier of the Marconite Earthing Material should provide authorization letter from the Manufacturer for the Genuine material and also furish certifications as per IEC 62516-7 & resistivity certificate confirming 0.001 ohm-m
416	EARTHING Bus Bar Box(Suitable for six output connections)
417	size 25mm X 6mm
418	size 50mm X 6mm
419	Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
420	Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
421	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
422	Providing and fixing of lightning conductor finial, made of 25mm dia 3000 mm long, Copper tube, having minimum 5 nos of prong or vertical spike at top, with 85 mm dia 6 mm thick copper base plate including holes etc. along with Test junction complete as required.
423	LIGHTING FIXTURE AND FANS
424	Supplying& fixing offollowing type recessed / surface mounted LED light fixture complete with driver, earthing point etc. complete as required. (Havells or equivalent)
425	18W LED Downlighter
426	18W LED Tube
427	9W Bracket light
428	9W LED Tube (2\")
429	12W LED Downlighter
430	6.5W LED Bulk Head
431	Supplying installation, testing & commisioning of 200 mm 1350 RPM exhaust fan complete with louver and bird guard screen with 3 core flexible wire as required. (Havells: Ventil Air- DX White- 32W, air delivery 500)
432	Supplying installation,testing & comisioning ofceiling fan, complete with blades with suitable length of down rods shackle insulator earthing point including connection etc . as required.(Havels - EFFICIENCIA NEO-5 STAR/ Equivalent)
433	1200 mm sweep
434	Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required.
435	L.T. CABLES XLPE (IS:7098)(Exact Lengths to be measured at site before execution)
436	Supplying of following sizes of XLPE PVC insulated PVC sheathed armoured alminum conductor power cable of 1.1 KV grade as required
437	3.5 C x 150 Sqm.m
438	3.5 C x 95 Sqm.m
439	3.5 C x 50 Sqm.m
440	4 C x 16 sq mm
441	4 C x 4 Sqm.m
442	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in gorund including excavation sand cushioning, protective covering, and refilling the trench as required.
443	Upto 35 sq. mm
444	Above 35 sq. mm and upto 95 sq. mm
445	Above 95 sq. mm and upto 185 sq. mm
446	MV CABLE JOINTING & END TERMINATION
447	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
448	3.5 C x 150 Sqm.m
449	3.5 C x 95 Sqm.m
450	3.5 C x 50 Sqm.m
451	4 C x 16 sq mm
452	4 C x 4 Sqm.m
453	Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930 part II complete with fiitng and cutting jointing etc. direct in ground (75cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete as required.
454	63mm dia
455	120mm dia
456	INTERNAL WIRING - GROUP C
457	Wiring for light point / fan point /exhaust fan point/ call bell point with 1.5 Sqm.m FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC Conduit, with modular switch,modular plate ,suitable GI Boxand earthing the point with 1.5 Sqm.m FRLS PVC insulated copper conductor single core cable etc. as required.
458	Wiring for light /power plug with 2x4 Sqm.m FRLS PVC insulated copper conductor single core cable in surface /recessed PVC conduit along with 1 No 4 Sqm.m FRLS PVC insulated copper conductor single core cable for loop earthing as required.
459	Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface/recessed PVC Conduit as required.
460	2x1.5 Sqm.m + 1x1.5 Sqm.m earth wire
461	2x2.5 Sqm.m + 1 x 2.5 Sqm.m earth wire
462	2 x 4 Sqm.m + 1 x 4 Sqm.m earth wire
463	2 x 6 Sqm.m + 1 x 4 Sqm.m earth wire
464	Supplying and fixing suitable size GIbox with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch ,connectionetc as required.
465	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 15/16 and 5/6 amps modular socket outlet with shutter and 15/16 amps modular switch connection,etc as required.
466	Supplying and fixing of following sizes of medium class PVC conduit along with acessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
467	25 mm
468	32 mm
469	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing of 25A modular socket outlet and 25A modular SP MCB \"C\" curve including connections painting etc. as required.
470	Wiring for group controlled (looped) light point / fan point /exhaust fan point/ call bell point (without independent switch) with 1.5 Sqm.m FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC Conduit, with modular switch,modular plate ,suitable GI Boxand earthing the point with 1.5 Sqm.m FRLS PVC insulated copper conductor single core cable etc. as required.
471	DISTRIBUTION BOARDS & METER BOARDS
472	Supplying and fixing following way, singlepole and neutral, prewired, sheet steel, MCB distribution board, 240 volts, on surface /recess, complete with loose wire box, terminal blocks, duly prewired with suitable size FR PVC insulated copper condutor upto terminal blocks, tinned copper bus bar, neutral link, earth bus, din bar, detachable gland plate, interconnections, powder painted including earthing etc as required. (But without MCB/RCCB/Isolator)
473	8 way (2+8) Double door
474	Supply and fixing 5 amps to 32 amps rating.240/415 volts.\"C\" curve miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections,testing and commisioning etc.as required
475	Single pole
476	Supply and fixing following rating,double pole (single phase and neutral),240 volts,RCBO having a sensitivity current upto 300 amp in the existing MCB DB complete with connection ,testing and commissioning etc. as required.
477	40 amps
478	Supply, installation, testing and commissioningof cubicle type, LT outdoor feeder pillar, double door fully compartmentalised, dust and vermin proof, made out of 2 m.m. thick CRCA sheet steel, floor mounted, free standing, lockable, confirming to IP- 54, mounted on finished brick foundation, powder coated/ epoxy painted, cable entry from bottom, with following configuration- (FP)
479	FEEDER PILLARINCOMER :-80A 4P MCCB (16kA) TM -1 No.Incomer Metering & Protection.1 Set of Multifunction meter (96x96mm) for V/A/PF/Hz/KVAH/KWH with LCD/LED Display as per IS 14697.3 Nos. 100/5A ratio CTs 15 VA class 5P 10.3 Nos. phase indicating lights with control fuses.1 Set of control fuses & control terminals.3 Nos. breaker ON/OFF/TRIP indication lamp with SP MCB.100A 4P Aluminium bus bar.Suitable cable gland for 4C x 25 sq. mm.OUTGOING :-40A DP MCB - 12 Nos.
480	Supplying of following sizes of XLPE PVC insulated PVC sheathed armoured alminum conductor power cable of 1.1 KV grade as required
481	4 C x 25 Sqm.m
482	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in gorund including excavation sand cushioning, protective covering, and refilling the trench as required.
483	Upto 35 sq. mm
484	MV CABLE JOINTING & END TERMINATION
485	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
486	4 C x 25 Sqm.m
487	EARTHINGROD EARTHING STATIONSCu Bonded ROD EARTHING STATIONS
488	Supply & Installation of Waterless and maintenance free Earthing (grounding) electrode of size Dia 85mm x Length 3000 mm with 16 mmCubonded MS conductor in Pre cast or in-site cast in high purity electrically conductive granular (Marconite), having ultra low resistivity of 0.001 Ohm - m. ( Provide the resistivity certificate for the same) Electrode made of electrically conductive granular mixed with cement to pre cast or backfill the voids surrounding the metal conductor in augured bore hole of 85 mm dia x 3000 mm depth, resulting in increase of effective surface area of the earth electrode and in case of high soil resistivity agrid of multiple electrodes to be installed to lower the desired earth resistance value , permanently with no further maintenance orperiodic watering or recharge during it’s life of over 50 years in all type of soil including dry or rocky soils. Earth enhancing material should not leach into the adjacent soil or underground water channels and it’spH should be in neutral range.
489	Earth enhancing material should permanently protect the encased metal conductor of corrosion.Electrode\"s top terminal should be sealed permanently with the conductive concrete and extension strip taken out be terminated at earth bus bar.Other hardware like nuts, bolts and washers should be of Stainless Steel.Electrode should withstand fault current up to 30 kA for 1 second.(Bidder Provide the certificate for the same ).Supplier of the Marconite Earthing Material should provide authorization letter from the Manufacturer for the Genuine material and also furish certifications as per IEC 62516-7 & resistivity certificate confirming 0.001 ohm-m
490	EARTHING Bus Bar Box(Suitable for six output connections)
491	size 25mm X 6mm
492	Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
493	Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
494	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
495	LIGHTING FIXTURE AND FANS
496	Supplying& fixing offollowing type recessed / surface mounted LED light fixture complete with driver, earthing point etc. complete as required. (Havells or equivalent)
497	18W LED Downlighter (Havells:LHEAAVP6IL1W018)
498	18W LED Tube (Havells:LHEXAQP7PN1W018)
499	10W LED Tube (2\") (Havells:LHEXAQP7PN1W010)
500	6.5W LED Bulk Head (Havells:LHEXCGP7UN5W006)
501	Supplying installation, testing & commisioning of 200 mm 1350 RPM exhaust fan complete with louver and bird guard screen with 3 core flexible wire as required. (Havells: Ventil Air- DX White- 32W, air delivery 500)
502	Supplying installation,testing & comisioning ofceiling fan, complete with blades with suitable length of down rods shackle insulator earthing point including connection etc . as required.
503	1200 mm sweep
504	Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required.
505	EXTERANAL ELECTRIFCIATION & LIGHTING
506	STREET LIGHTING
507	Supplying and fixing of 6M (1m in & 5m out) MS Poles as per IS-1161 with latest amendment complete with top section suitable with 1.5mtr single arm Bracket with 250x250x12mm MS base plate including PU paint after chemical traetment and CKT marking as per drawing.The pole to be erected on cement concrete foundation of 1:2:4 with collar including 16A DP MCB with Busbar & excavatiom in all type of soil as required & as per drawing.(Bajaj: BCP6030 or similar technically equivalent of Valmont/Consoul/Lysaght)
508	Supplying and fixing of 4M (1m in & 3m out) MS Poles as per IS-1161 with latest amendment complete with 200x200x12mm MS base plate including PU paint after chemical traetment and CKT marking as per drawing.Tthe pole to be erected on cement concrete foundation of 1:2:4 with collar including 16A DP MCB & Busbar & excavatiom in all type of soil as required & as per drawing. (Bajaj: BCP4030 or similar technically equivalent of Valmont/Consoul/Lysaght)
509	Supplying and fixing of intergrated street light fitting with 60W LED lamp complete including supply, wiring and connection with 3x2.5sq.mm. PVC insulated stranded copper conductor and for earthing as required.(Bajaj: BRTFG60W or similar technically equivalent of Philips/Wipro/Crompton/Orient)
510	Supplying and fixing of Post Toplight fitting with 25W LED lamp complete including supply, wiring and connection with 3x2.5sq.mm. PVC insulated stranded copper conductor and for earthing as required.(Bajaj:Arian25W or similar technically equivalent of Philips/Wipro/Crompton/Orient)
511	SITC of Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
512	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
513	Supplying and fixing Gate light 25W Lamp, complete including supply, wiring and connection . PVC insulated stranded copper conductor and for earthingcomplete as required. (Bajaj:BGCT25W or similar technically equivalent of Philips/Wipro/Crompton/Orient)
514	Supplying,testing & Commissioing of IP66 rating 30W LED All in one type Solar Street Light with Tublar pole 6 M long with latest amendment complete with top section with 250x250x12mm MS base plate including light fixtute, one coat of red oxide and two coat of aluminium paint and CKT marking as per drawing and specification. The pole to be erected on cement concrete foundation of 1:2:4 with collar including MCB & Busbar & excavatiom in all type of soil as required. Also with 100AH Solar Battery with charger in acid proof powder coated battery box. Solar street lighting system shall complete with all accesories etc as required to complete the job & shall follow IEC 61215, IEC61730, IEC61701 standard & have TUV & CE certified. (Bajaj:BZSQL30W or similar technically equivalent of Philips/Wipro/Crompton/Orient)
515	Supplying and fixing of IP 65 rating 100W Flood Light complete including supply, wiring and connection with 3x2.5sq.mm. PVC insulated stranded copper conductor and for earthing as required. (Bajaj: BJFL100W or similar technically equivalent of Philips/Wipro/Crompton/Orient)
516	Supplying of following sizes of XLPE PVC insulated PVC sheathed armoured alminum conductor power cable of 1.1 KV grade as required
517	4 x 16 sq mm
518	4 x 6 sq.mm
519	4 x 4 sq.mm
520	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in gorund including excavation sand cushioning, protective covering, and refillingthe trench as required.
521	Upto 35 sq. mm
522	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
523	4x16 sq mm
524	4 x 6 sq.mm
525	4 x 4 sq mm
526	Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930 part II complete with fiitng and cutting jointing etc. direct in ground (75cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete as required.
527	63mm dia
528	Supply, installation, testing & commissioningof cubicle type, LT outdoor feeder pillar, double door fully compartmentalised, dust and vermin proof, made out of 2 m.m. thick CRCA sheet steel, floor mounted, free standing, lockable, confirming to IP- 55, mounted on finished brick foundation, powder coated/ epoxy painted, cable entry from bottom, with following configuration- (FP)
529	MCCB\"s shall be Ics = 100% IcuSTREET LIGHT FEEDER PANELINCOMER :-63A 4P MCCB100A TPN+E Aluminium bus barSuitable cable gland for4.0Cx 16 sq. mm.OUTGOING :-10A SP MCB -10 Nos.40A 4P MCB - 1 Nos.40A DP MCB - 2 Nos.Timer & Contactor - 1 Set
530	LANDSCAPE LIGHTING
531	Supply, installation, testing & commissioning of Pole lights (Bajaj:EDGE LED BRTFG 90W LED CR or similar technically equivalent of Philips/ Wipro/ Crompton/ Orient)
532	Supply, installation, testing & commissioning of 100W Flood light (Bajaj: BJFL100W or similar technically equivalent of Philips/Wipro/Crompton/Orient)
533	Supply, installation, testing & commissioning of tree uplighters(Bajaj: VERTICO BLWUP 9W LED WW or similar technically equivalent of Philips/ Wipro/ Crompton/ Orient)
534	Supply, installation, testing & commissioning of Bollards(Bajaj: FLUTE BGBOL 605 9W LED WW or similar technically equivalent of Philips/Wipro/Crompton/Orient).
535	Supply, installation, testing & commissioning of Post up lights(Bajaj: TENCOBRIL 45W LED NW or similar technically equivalent of Philips/Wipro/Crompton/Orient)
536	Supply, installation, testing & commissioning of Wall recessed/ step lights (Bajaj: RAZOR BLSGW 4W LED WH or similar technically equivalent of Philips/Wipro/Crompton/Orient)
537	Supply, installation, testing & commissioning of 20 Mtr Pole (Make: Bajaj-BHMRL20 or similar technically equivalent of Valmont/Consoul/Lysaght) & 12X250 W LED High Mast Light (Make: Bajaj- AMPLF 600 Lor similar technically equivalent of Philips/Wipro/Crompton/Surya) with other provisioning like Aviation Light, RCC Foundation, Earthing, interanal cabling , excavation, Feeder Pillar & other required accessories etc. as per instruction of EIC.
538	Supply, installation, testing & commissioning of Under water llights(Bajaj: VERTICO BLWUP 9W LED WW, IP65 or similar technically equivalent of Philips/Wipro/Crompton/Orient)
539	FIRE FIGHTING WORKS
540	PUMPS & EQUIPMENT
541	Supplying, Installation, Testing and Commissioning of electric driven Terrace pump suitable for automatic operation and consisting of following: complete in all respect as required.Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal and flow of 450 LPM at 35 m. head confirming to IS : 1520.Suitable HP SQ cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz. AC with IP55 class of protection for enclosure, horizontal foot mounted type with Class-\"F\" insulation, conforming to IS-325.M.S. Fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.Suitable cement concrete foundation duly plastered with anti vibration pads.
542	The pump shall include suitable weather proof electrical panel with all type of cables,tray,mcbs etc which ever is required.Take approval of panal design from consultnt/client before installation.It includes weather proof electrical panal with all required sutable starter assoseries complete as required.Pump shall be enclosed with M.S. sheetto protect from weather at terrace.
543	HYDRANTS, PIPING & ACCESSORIES
544	Supplying, laying, fixing, testing and commissioning of following sizes (NB) of class \"C\" M.S. pipes confirming to IS 1239 and 3589 including cutting, threading, welding etc. and providing all fittings e.g. elbows,reducers, clamps, hangers, flanges, gaskets, nuts, bolts andwashers etc. including painting of pipes and fittings with red paint over a coat of ready mixed primer, both of approved quality and shade including cutting holes and chases in brick orRCC walls/slabs and making good the same etc. complete in all respect as required.
545	100 mm dia
546	80 mm dia
547	Suplying, installing, testing and commissioning of following diaYStrainer of ductile body flanged with stainless steel strainer as required.
548	100 mm dia
549	Providing, Installation, Testing and Commissioning of double flangedcast iron Dual Plat Non Return Valve, PN 1.6 of following sizes confirming to IS : 5312 complete with EPDM rubber lining seat and stainless steel disc, rubber gasket, Gl bolts, nuts, washers etc. as required.
550	100mm dia
551	Supplying ofButterfly valves of PN 1.6rating of following sizes with EPDM rubber lining seat and CF-8 stainless steel disc duly ISI markedand stainless steel stem with lever/gear operation and cast ironbody in powder coated finish for fire fighting application complete in all respects confirming to IS: 13095 as required.
552	100 mm dia
553	Supplying and fixing Single Headed Internal Hydrant Valve oblique pattern with instantaneous Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked, conforming to IS : 5290 (Type A), with 80 mm dia flanged inlet, with ABS cap and chain complete with all accessories etc. as required.
554	Supply, Installation, Testing and Commissioning 63 mm dia. 15 Mtr. Long RRL hose pipe with 63 mm dia. male and female stainless steel couplings duly binded with GI wire rivets etc.ISI marked, IS 636 (type-A) as required.
555	Supplying and Fixing First Aid Hose Reel, wall mounting swinging type complete with drum & bracket of MS construction, spray painted in Post office Red, confirming to IS 884/1995 with upto date amendments, complete with the following as required.30 Mtr Long 20 mm nominal internal dia as per IS 12585 water hose thermoplastic (Textile reinforced)Type II.20 mm dia. ball valve & nozzle.Drum and brackets for fixing the equipments on wall.Connection from riser with 25 mm dia gun metal stop valve and M.S pipe as reqd.
556	Supplying and fixing Stainless Steel branch pipe with 20mm dia nozzle conforming to IS:903. suitable for instantaneous connections to hose pipe coupling etc. as required.
557	Supplying and fixing air vessel made of 250 mm dia, 8mm thick MS sheet, 1200mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25mm dia Stainless Steel wheel valve, with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required.
558	Providing & Fixing Pressure switch in the M.S Pipe Line including connection etc. as required.
559	Providing,fixing,testing and commissioning 100 mm dia pressure gauge of range 0 -015 Kg / sqcm conforming to IS - 3624 having bourdon tube of stain steel310 in cast aluminium,stove enamelled, black, weather proof case with outer, screwed aluminium bezel and completewith necessary U-type stainless steelsiphon tube and cock complete as required.
560	Supplying, installation, testing and commissioning of M.S cabinet size 1000 mm x 2100 mm x 600mm deepfabricatedfrom 1.6mmthick M.S. sheets andM.S angle 40mmx40mmx6mm complete withglass,locking arrangements.
561	SITC ofFireMan\"sAxe
562	Supplying, Installation, Testing and Commissioning ofstandard FireMan\"saxe with heavy insulatedrubber conformingto IS : 926
563	PRESSURISATION PUMP AND TERRACE PUMP CONTROL
564	INCOMING40 Amps. TP&N MCBVoltmeter (0-500 Volt) with selector Switch.Ammeter (0- 40. Amps.) with selector switch & Cts.Set of 3 phase indication lamp.60 Amp TPN Aluminum Bus Bar.Suitable HP fully automatic DOL Starter with over load protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation.Selector switch for local/remote, auto/manual/off operation ON/OFF indication lamp etc(Required in Ground Floor).
565	FIRE EXTINGUISHERS & MISC
566	Providing and fixing withbracket/supportsetc. wall mounted fire extinguishers as per detail below:
567	Providing and fixing water based CO2 type extinguishers consisting of welded M.S. cylindrical body, squeeze lever discharge valve 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket, ISI marked as per IS:934 finished externally with red enamel paint and fixed to wall with brackets complete with internal charges.
568	Capacity 4.5kg.
569	Providing and fixing fire extinguisher of water stored type extinguisher with cylinder fully charged with6ltr capacity.
570	ENERGY MONITORING SYSTEM(EMS)
571	Supply,installation,testing & commissioning of Ethernet Communication Device With Inbuilt web dashboard, Custom web page support, Real-time trending, Device discovery,TCP/IP,SNMP,SNTP,SMTP Protocol & Aux Supply 24V DC suitable to take at least 15 connection from RS 485 port of with Energy Meter, Multifunctional Meter etc. as reqd.(Make: Siemens/ Schneider/ Honeywell or equivalent.)
572	Supplying , Laying, Testing & Commissioning of Cat-6 Sqmm modbus cable with suitable end connector along 20MM PVC Conduiting along wall/existing Cable Tray/ Cable trench or any other medium etc. as reqd.(Make: Legrand / Systimax / Panduit / Schneider/ D-Link/Commscope or equivalent.)
573	Supplying , Laying, Testing & Commissioning of 2C X1.5 Sqmm modbus cable with suitable end connector along 20MM PVC Conduiting along wall/existing Cable Tray/ Cable trench or any other medium etc. as reqd.(Make:Havells/ Polycab/ Finolex or equivalent.)
574	Supply,installation,testing & commissioning of Non POE Switch as reqd. (Make: Digisol/ D-Link/ Commscope or equivalent.)
575	Supply,installation,testing & commissioning of 3 rd Party Integrator controller 24V DC Power Supply Servers (Make: Siemens/ Schneider or equivalent.) as reqd.
576	Supply,Insallation,Testing & Commissioning of 20\" LCD Monitor with 1TB Hard Disk, 4 GB RAM, Intel i7 processor, 2.66 GHz, 32 bit, windows 7 professional version licensed software- HP/DELL/ LENOVO with 1KVA On/Line UPS with Voltage Stabilizer & with 15 min. battery back up. (Make: HP/ Samsung/ Dell)
577	Supply, Installation, Testing & Commissioning of Laser Jet Printer with Memory Storage Capacity: 64 MB, Max Print Speed Monochome 19 pages-per-minute, Max I/P sheet Capacity 150 Nos, Noise Level: 50 dB & Power Consumption: 375 Watts, A4 Type all Complete as Per the instruction of Site-In-Charge.(Make: HP/Canon or equivalents)
578	Supplying & installation of Energy Monitoring Sofware suitable to monitor I/Ps from 200 Nos Energy Meters/Multi functional Meters with Custom designd programme for data assimilation on weekly/mnthly basis and printing of monthly energy consumption and Energy bill as reqd.(Make: Siemens/ Schneider/ Honeywell or equivalents)
579	BROUGHT OUT EQUIPMENTS
580	NOTES:- The equipment installed shall match the drawings attached with the tender documents, in case of any deviation in the specification & model the contractor has to take prior approval of the EIC before commencing of the work.
581	COMPOSTER & WET WASTE CONVERTER
582	SITC ofElectrically operated fully automatic Composting machine for converting Organic/ Food waste to compost having a capacity of upto 200 kgs per day with inbuilt shredderall complete as the direction of EIC.
583	SITC of electrically operated stainless steel fully body wet waste converter with shredding capacity of 150-175 kg/hr and touch controlall complete as the direction of EIC.
584	CHILDREN\"S PLAY EQUIPMENT
585	SITC of FRP outdoor play equipments as per the OEM Specifications & following details all complete as the direction of EIC. Make-PLAYGRO/ Equivalent
586	Multi Activity Maxi CenterPACS-20101 (Age Group 6-12 years).Area- 16 x 8 x 11 (feet).Play Area- 19.5 x 11 (Feet).
587	Slide & Glide Playcenter.GPS-10104 (Age Group 3-6 years).Area- 11.5 x 8.2 x 9.2 (feet).Play Area- 15 x 11.5 (Feet)
588	Tri House Maxi playcenterGPS-15710 (Age Group 3-6 years).Area- 32.8 x 12.3 x 13 (feet).Play Area- 36 x 16 (Feet)
589	OUTDOOR FITNESS EQUIPMENTS
590	Supply, Installation, Testing & commisioning of Factory made powder coated galvanised iron outdoor fitness equipments of approved OEM.The size & dimensions of the equipments will be as per the drawings attached in the tender drawings.The Contractor/ agency will have to take prior approval of the specifications & OEM of the equipment before commencing work.
591	Outer miniski and waist twister (Triple Twister)
592	Outer shoulder wheel (Arm Wheel)
593	Outdoor palm wheel (Stretching Wheel)
594	Outdoor Cycle
595	Outdoor pushup and dip station (Pull up)
596	Sit Up Double
597	Outdoor Horse Rider (Horse Rider)
598	SPORTS EQUIPMENTS
599	SITC of ISI marked sports equipment set of approved manufacturer including all associated civil & allied worksall complete as per design and direction of the EIC. The set will comprise of the following. Make : Nivea/ Equivalent
600	Basketball Net- 02 Nos.Badminton Net - 04 Nos.Volleyball Net - 02 Nos.Tennis Net- 02 Nos
601	OUTDOOR FURNITURES
602	SITC ofoutdoor furnitures of approved manufacturers all complete as per the direction of the EIC.
603	Benches
604	Dustbin
605	BOOM BARRIERS
606	Automatic Boom Barrier Straight - total opening of Boom Arm 4.5 Mtr Clear opening -4.2 Mtr, LED indication lights on casing, Metal Casing with powder coating & Aluminium boom with CE certified as per European Standards EN 61000-6- 1 -2007 /2008 having protection Grade of IP 55,with Manual Push Button - 1 No/BB, Boom stand- 1 No/BB ,Remote Control - 2 nos/BB, Safety photocell - 1 pair/BB Make - Leaptor (Qty 2 BB )
607	Other Acessories.UHF reader for Entry / Exit of(Qty 1No/ BB).SS pole For UHF reader(Qty 1No/ BB).Door Controller -2 door type (Qty 1No/ BB).Windshield Tags
608	P.H. WORKProviding and fixing Clorinated Polyvinyl Chloride (CPVC) pipes SDR-11 conforming to IS: 15778, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. The includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.
609	20 mm nominal outer dia Pipes
610	25 mm nominal outer dia Pipes
611	32 mm nominal outer dia Pipes
612	50 mm nominal outer dia Pipes
613	Cutting grooves in pucca floors and walls for taking GI/PVC Pipes and making good the damangesas per specification & direction of EIC all complete.
614	Cutting Holes through Existing Brick masonary work including making good the same in Cement Mortar (1:4)for taking GI/PVC pipes & fiitings etc as per specification & direction of EIC all complete.
615	Cutting Holes in RCC floors & roof upto 19 cm thick for Passing GI/PVC Pipes and fiittings etc and repairing the holes after insertion of Pipes etc with Cement Concrete (1:2:4) including Finishing complete so as to make it leak proof\" as per specification & direction of EIC all complete.
616	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore. MAKE:- JAQUAR-CON-059KN/ Equivalent
617	15 mm nominal bore
618	Providing&fixingfull way lever operated forged brass ball valve conforming to IS 1703-1977 of brass body with forged brass hard chrome plated steel ball tested to a pressure not less than 10 Kg / sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. MAKE:-ZOLOTO/ EQUIVALENT
619	20 mm dia.
620	25 mm dia.
621	32 mm dia.
622	40 mm dia.
623	50 mm dia.
624	65 mm dia.
625	80 mm dia.
626	Supplying all materials, labour, T&P and fitting and fixing C.I.(Hubless )soil waste ventilating pipes and fittings of the following with suitable clamps having provision for removal diameter conforming to ISI No. 15905 to walls with shelded(S/S) coupling with EPMD rubber gasket method/as per manufacturer’s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge MAKE:-NEECO/ EQUIVALENT.
627	100 mm dia CI Hubless Pipe.
628	Providing and fixing Floor trap of self cleansing design with screwed down or hinged grating with or without vent arm complete,including cost of cutting and making good the walls and floors:(F.T.+U.T.).MAKE:- NEECO/ EQUIVALENT
629	Providing and fixing on wall face unplasticised Rigid PVC soil, waste water pipes & fittings conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. MAKE:-AJAY/ASTRAL/EQUIVALENT
630	50 mm nominal bore
631	Providing and fixing Heavy Class SS grating with of approved design including setting in floor with cement motor to match with floor finish as per architect requirement .MAKE:-FLOOR DRAIN-RSG 102 Anti Scratch/EQUIVALENT
632	100 mm dia
633	Providing and fixing Heavy Class SS grating with Cockroach proof strainer of approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT.MAKE:-FLOOR DRAIN RSB 102 H ATI SCRATCH/ EQUIVALENT.
634	100 mm dia
635	Providing and fixing pvc Hopper for 100 mm dia floor trap formed out of main pipe with multiple side inlets, suitable for various dia pipes, side connections, including all fixtures and fittings as per site conditions and as per standard details andwater tight sealing of joints and area surrounding the grating and as directed by the EIC.MAKE:-ASTRAL M212003344/ EQUIVALENT
636	Supplying all materials, labour, T&P and fixing Extended wall mounted Water Closet (European type W.C pan) with integral ‘S’ or ‘P’ trap to the floor with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar (1:1) etc all complete as per specification and direction of the Engineer in charge.
637	HINDWARE MARIO CAT NO. 20084 (P-15), CISTERN-21052/ EQUIVALENT
638	Providing and fixing CI Hubless WC connector (Push Fit Type) with rubberlip ring. Including 110 mmdiaPVC pipe / bend of requiredlengthandproper connection with M seal to C.I. pipe complete as per specification and direction of the Engineer in charge. MAKE:NEECO/ EQUIVALENT
639	Supplying all materials, labour, T&P and fixing wash basins with hole for pillar taps conforming to IS:2556-part-4-2004 with cast iron or M S brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete,shanks and back nuts of 15mm dia nominal bore,fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste,etc all complete as per specification and direction of the Engineer in charge.
640	TABLE TOP BASIN-HINDWARE AMAZON CAT NO. 91094 STARWHITE/EQUIVALENT
641	UNDER COUNTER BASIN-HINDWARE ZEN CAT NO. 10049 STARWHITE/ EQUIVALENT
642	SEMI RECESSED BASIN-HINDWARE ENIGMA CAT NO. 91012 STARWHITE/ EQUIVALENT
643	Providing and fixing PTMT Bottle Trap for Wash basin and sink as per Specification. Make- JAQUAR ALD 769L 300 X 190/ EQUIVALENT.
644	Providing and fixing stainless steel A ISI 304(18/8) kitchen sinkwith outlet at end and weir overflow including fitting and fixing a pair of cast iron or MS brackets painted white, fixing 50mm/40mm dia CP brass waste, fixing 50mm/40mm dia PVC waste pipe 910mm long with supply of wooden plugs, screws and cement etc including cutting holes in walls and making good the damages etc all complete as per specification and direction of the Engineer in charge. MAKE:- JAYNA SB 03 ANTI SCRATCH/ Equivalent
645	Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge.
646	Single Lever Basin Mixer-JAQUAR EKO- CHR- 33001BGE/ EQUIVALENT
647	Single Lever Wall Mounted Basin Mixer- OPP - CHR -15233NKPMGD - Exposed part, ALD - CHR - 233N- Concealed part
648	Pressmatic Pillar Tap- JAQUAR PRS-031GE/ EQUIVALENT
649	Health Faucet.-JAQUAR GA-ALD-CHR-565GD/ EQUIVALENT.
650	Providing, fixing, testing & commissioning ofC.P. brass eurometic self closing pillar tap.
651	Short body bib cock-JAQUAR GE-FLR-5037N/ EQUIVALENT.
652	Shower Diverter & spout- JAQUAR FUS 29065K- Exposed Part, ALD 605-Concelaed Part, GA-1759-Shower, SHA 477-Arm/ EQUIVALENT.
653	Sink Mixer with wall mounted Sprout- JAQUAR CON-CHR-309KNM GD/ EQUIVALENT
654	Wall mounted Sink Cock.JAQUAR 357KNGE/ EQUIVALENT
655	Flush Valve. JAQUAR PRS-077G/ EQUIVALENT
656	Providing and fixing white vitreous china standing urinal set with Installation Box with Control Cockwith 175mm Long Wall Connection , including painting of fittings and brackets,cutting and making good the walls and floors wherever required as per the direction of Engineer-in-charge.
657	Urinal- HINDWARE DYNA CODE NO. 60010 Starwhite/ Equivalent
658	Providing and fixing of Physically Handicapped toilet set consisting of (Washbasin 65 x 35 with one pair mounting Brackets,EWC & cistern complete with fittings & seat cover,One no. of hinged rail 76 cm & five Nos. of grab rail 60 cm),including all cost of labour, material, conveyance, loading, unloading, T&P etc. all complete as per the direction of Engineer-in-charge.(HINDWARE MATRIX- CODE NO. 70002/ Equivalent)
659	Supplying all materials, labour, T&P and fixing standard sized CP towel ring complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge.MAKE:- JAQUAR ACN-CHR-1121N/ EQUIVALENT
660	Supplying all materials, labour, T&P and fixing standard sized CP towel rack with three hooks complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge. MAKE :- JAQUAR AHS-1581H/ EQUIVALENT
661	Supplying all materials, labour, T&P and fixing standard sized CP towel rail with three hooks complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge.MAKE:-JAQUAR AHS-1507/ EQUIVALENT
662	Providing all materials, labour and T&P for fixing of of CP soap Dish Holder.MAKE:JAQUAR ACN-1177N/ EQUIVALENT.
663	Providing all materials, labour and T&P for fixing of of CP soap Dispenser.MAKE:-JAQUAR ACN-ABR-1135N/ EQUIVALENT
664	Fixing standard size Chromium plated brass porcelain Toilet paper holder fixed to wooden plugs and chromium Plated brass screws complete as per specification. MAKE:- JAQUAR ACN-CHR-1151N/ EQUIVALENT.
665	Providing and fixing CP brass twin coat hooks fixed on toilet door/wall with CP brass screws. Make-JAQUAR-CAN-1161N/ EQUIVALENT.
666	Providing and fixing Electric Hand Dryer.MAKE- JAQUAR- HDR- SAP- MO6ACS/ EQUIVALENT
667	Supply, Installation, Testing and commissioning of drinking water cooler cum purifier with built in 3 stage UV based advanced purification process with bottle filler facility having three No. of Faucets (2 Cold Water + 1 Normal Water) made up fo SS 304 grade body, ADA Compliant, size 640mm width X 450mm depth X 1350mm height, flexible bubbler guard , operated between 50 to 120 PSI, Chiller unit Suitable to Freon 22 Refrigerant, Adjustable thermostatcontrol, suitable for 220-230v/50-60 hz A/C Supply Complete with all accessories which include MD-CU29, which is an EPA registered antimicrobial copper that fights off microorganisms which include MRSA and e-coli. The water Fountain shall possess NSF-USA, Green building, energy star saving certification,and to be placed at different location of buidling. Agency has to execute all civil work for installing the Water Fountain for proper functioning and aesthetic viewetc all complete as per specification and direction of the Engineer in charge.
668	Water cooler Cum Purifier- 120 Ltr Capacity. Make- Eureka Forbes/ Voltas/ Equivalent
669	EXTERNAL WATERSUPPLY & SEWERAGE WORKS
670	Supplying all materials, labour, T&P and providing and laying in trenches or Vertical Stacks, galvanized mild steel tubes (medium grade) conforming to IS:1239/2004, part-1 of the following nominal bore and tube fittings including testing & excavating trenches as required & refilling with appropiate materialsas per specification and direction of the Engineer in charge.
671	G.I. Pipes
672	20 mm dia nominal bore
673	25 mm dia nominal bore
674	32 mm dia nominal bore
675	40 mm dia nominal bore
676	50 mm dia nominal bore
677	65 mm dia nominal bore
678	Supplying all materials, labour,T&P and painting two coats with enamel paint of specified colour brushing interior over one coat of priming with red oxide zinc chrome primer on the external surface of new galvanised mild steel tubes and fittings of following nominal diameter to give an even shade including preparing the surface and clearing the surface of all all dirts, dusts and foreign matters as per direction of the Engineer in charge.
679	Painting on G.I. Pipes
680	25 mm dia nominal bore
681	32 mm dia nominal bore
682	40 mm dia nominal bore
683	50 mm dia nominal bore
684	65 mm dia nominal bore
685	Providing and fixing of Brass or Gun Metal Full Way Valve conforming to IS: 781:1995 of the Following nominal Sizes with wheel as per specification complete as per direction of Engineer-in-Charge.MAKE:-ZOLOTO/ EQUIVALENT
686	50 mm dia.
687	65 mm dia.
688	Providing & fixing of double flangedcast iron Dual Plate Check Valve, PN 1.6 of following sizes confirming to IS : 5312 complete with EPDM rubber lining seat and stainless steel disc, rubber gasket, Gl bolts, nuts, washers etc. as required.
689	50 mm dia
690	65 mm dia
691	Providing & fixing C.I. \"Y\" Strainer (screwed / flanged) with stainless steel fine wire mesh perforated sheet basket with necessary flanges / union nuts, bolts & washers complete as required (on pump suction).
692	50 mm dia
693	Constructing masonry Chamber for sluice valve of size 60 x 60 x 75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) ,100mm top diameter, 160 mm bottom diameter and180 mm deep (inside) with chain lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.
694	With F.P.S. bricks
695	Constructing masonry Chamber for sluice valve, with C.I. surface box30 x 30 x 55 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) 100mm top diameter, 160 mm bottom diameter and180 mm deep (inside) with chain lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.
696	With F.P.S. bricks
697	Providing and laying non-pressure NP3 class (Medium duty) R.C.C. pipes with Spigot Joint with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) in trenches including excavation of trenches,bedding with cement concrete 1:5:10 &making haunches all around the pipe with cement concrete 1:2:4, refilling the trenches after laying the pipe with excavated earth/sand & testing of joints etc.all complete as per the direction of Engineer-in-Charge.
698	150 mm dia R.C.C pipe
699	200 mm dia R.C.C pipe
700	250 mm dia R.C.C pipe
701	300 mm dia R.C.C pipe
702	Constructing manholes with R.C.C top slab in (1:2:4) mix, foundation concrete (1:4:8), inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber including approved type RCPC manhole cover all complete as per specification & Direction of EIC.
703	Inside size 90 x 80 cm and 90 cm deep
704	With F.P.S. bricks with class designation 75
705	Sewerage
706	Strom Water
707	Extra for every Additional Depth of 0.10 Meter or Part there of of Mahole
708	900 mm to 800 mm Depth
709	Sewerage
710	Strom Water
711	Supplying all materials, labour, T&P for construction of circular type manholes with approved RCPC manhole cover and ring, bottom slab & shaft made of Reinforced cement concrete 1:1.5:3 (M20) below 1.5m upto required depth with graded granite stone aggregate (12mm nominal size), foundation concrete(1:4:8) using graded HG stone aggregate40mm nominal size, brick masonry using Ist class Fly Ash bricks (25cm x 12cm x 8cm) having crusing strength not less than 75 kg/cm2 in cement mortar (1:5) , inside plastering 12mm thick (1:3) finished smooth with neat cement punning, outside plaster (1:3) and making benching with cement concrete 1:2:4 (M15) using graded granite stone aggregate 12mm nominal size, making smooth to the surface of benching and channel, testing & commissioning, lighting, watch & ward etc., all complete as per approved design & drawing & direction of Engineer in charge. (Excluding earth work)
712	1200mm internal diameter x 2000mm depth with sides sloped upto 560mm internal diameter at top
713	Sewerage
714	Storm Water
715	Extra for every Additional Depth of 0.10 Meter or Part thereof above 1670 mm to 2300 mm depth in circular Manhole 1200 mm diameter.
716	Every Additional Depth of 0.10 Meter
717	Sewerage
718	Strom Water
719	Constructing brick masonry road gully chamber/catch basin 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) as per directions of Engineer-in-Charge
720	With F.P.S. bricks
721	External
722	Supply, assembly, erection, testing and commissioning of SS submersible non-clog clear water pumps, suitable to handle to lift water from UG tank to OH tanks having the following capacities with vortex impeller / grinder type, complete with 3 phase squirrel cage submersible motor of required HP for 415 ± 10% volts, 3 phase, 50 Hz. A.C. supply cooled by surrounding liquid, submersible cable upto main panel within the plant room, dry running prevent or, G.I. guide pulling chain, all the necessary piping and accessories, valves, delivery header etc. as required complete in all respects. The rate will include electrical panel & DOLstarter of pump manufacturer standard & with level controller and dry running protection giving a discharge as specified below including required length cable as required including the supply and fixing electrical panel board, 3 phase indicating lamps, incoming and out going switches suitable size wiring, earthing etc. as per electricity rules, the pump shall have provision for sequence operation and to operate both the pumps together)
723	The above installation shall be complete with sump pump lifting assembly, ready made electro – galvanized MS lifting chain, GI pipe header complete with discharge manifold, flanges, tee, elbow etc. complete including GI pipe upto the top of sump and including GI union.Header shall be sized for both pump working under delivery velocity of 1.5 m/sec.
724	With Additional Accessories like Common discharge header assembly of 50 mm dia with pressure switch & Pressure gauge, with 200 LTR Pressure tank, along with Fixed speed Automation control panel with DOL starter for the system with MODBUS connectivity for the connectivity with the BMS System along with Level sensor for dry run protection of the pump
725	With Supply and Installation of Differential Float Valve of 50mm size for Overhead Tank for starting and stopping the pump as required in each of the the fushing/doemstic use Overhead tank.
726	Flushing: Capacity : 80 LPM Each Pump (1 Working + 1 Standby) @ 50 M head.
727	Domestic: Capacity : 100 LPM Each Pump (1 Working + 1 Standby) @50 M head.
728	STP
729	Design, supplying, installing, testing & commissioning of Sewage Treatment Plant (including MS/Civil construction work) for the following duty:
730	ELECTROMECHANICAL ITEMS
731	Design,Construction,testing & commissioning of Sewage Treatment Plant(STP) of capacity 50 KLD with MBBR technology with Bar Screen, Level sensors, MS Aeration Tank with(Paint), Diffuser(Tube Type), Blower(Twin Lobe Design), Secondary Clarifier Plates for tertiary treatment, MGF, ACF, Butterfly valves, Pressure gauge etc. all complete as per PH specification & direction of EIC.
732	CIVIL ITEMS
733	Supply of all material,labour & T&P for Civil works in RCC M-25 with excavation of earth work for Raft,Equalisation Tank,Treated water Tank,sludge holding tank,clarified water tank & drain pit etc all complete as per the direction of EIC for 50 KLD STP.
734	Out of 100% of Total Cost payment Schedule
735	Approval of Design & drawing
736	Site Clearance & Devlopment of Site
737	Excavation of Foundation & drain pit
738	Execution of work i.e Sand filling,PCC (1:4:8),Raft & drain Pit with RCC M-25.
739	Construction of RCC M-25 Equalisation Tank, oil & Grease Tank,Grit Tank,Clarified Water Tank & Treated Water Tank as per approved drawings.
740	Supply of Mechnical Equipments i.e Bar Screen,Level Sensors, MS Aeration Tank with(Paint), Diffuser (Tube Type), Blower (Twin Lobe Design), Secondary Clarifier Plates,Feed Pumps for tertiary treatment,MGF, ACF, Butterfly valves, Pressure gauge etc.
741	Erection & Installation of all Mechanical Components.
742	Testing & Commissioning .
743	Maintainence for 1 Year from the date of Commissioning.
744	SITC OF POOL EQUIPMENTS FOR RETENTION POND
745	Supply,installation, testing,Commisioning of equipments for retention pond including the cost of all materials, Labour, T&P according to detail technical specfication of the manufacturer and direction of the EIC consisting of the following.
746	FRP Floating fountain 1200 mm dia including Nozzle, 3 Nos LED Light,Submersible5 HP Pump, Panel & 50 mtr Roap
747	Filter
748	Supply,installation,testingandcommissioning of FRP Bobbin wound, polysterfiberglass pressureTopmount sand filter complete with multiport valve with filter connection/ Inter ConnectingPiping.Pressuregauge,airvent, waterpurgesaccessories,waterdrain/ empty drain, filter mediacomplete with Piping.
749	Capacity : 55 m3/hr
750	Filtration Velocity: 50 m3/hr/m2
751	Size of Filter : 1200 mm dia
752	Max. Working Pressure : 2.5 Kg/Sq.cm
753	Test pressure: 3.5 kg/cm2
754	Re-circulating Pump (3W+1S)
755	Supply,installation,testingandcommissioning ofHighperformancepumpinCIwithPlastic Pre-filter forsilent operation at low temp. with mechanical seal and high quality bearing . Easy - openprefiltercover.ConnectionwithFlange including separation of the motor without touching the pump\"s hydraulic system
756	Flow rate of each pump:- 55m3/hr
757	Head :- 10-12 M(4.5 HP)
758	RPM : 2900 rpm - 3000 rpm
759	Motor Protection : IP - 55
760	Motor HP : As per manufacturer
761	Insulation : Class \"F\"
762	ABS Plastic Drain Grills
763	Supplyandfixing of ABS Drain 200mm Dia for Pool and Overflow Chanel
764	Floor Inlet
765	Supply, installation, testing and commissioningof floor inlet/ adjustable return inletexteriorthread50mmmade inABS Plastic, flow 5 m3/hr.
766	Supply,Installation,Testing & Commissioningof Brass/ Gun Matel Vertical Jet1\" Outlet Jet Nozzles Standard.etc., complete
767	Control Panel
768	Supply,installing, testing andcommissioning of theControlpanelasincomer starterforre- circulation pumps with suitable size of MPCB for protection. 1 No. feeder for lighting & 3 Nos. for dosing Pump & UV feeders.
769	uPVC pipes
770	Providingand fixing uPVC10Kg pressure Pipes.Cuttorequiredlengthsincludingall necessaryfittingsand specialssuchasbends, tees, unions, reducers, flanges and plugs etc.
771	uPVC Ball Valve
772	ProvidingandfixingPvcleveroperatedball valveand Butterfly Valve and NRV of full flow withsettingandglandofsuperiorquality having minimum working pressure of 10 kg/ cm2 with union, flanges where required.
773	Supply, laying, testingand commissioning of followingsize PVCinsulatedsheathedcopper conductor1100Vgradeunarmouredcable with required size ofsleeves complete as required.
774	The Contractor\"s Scope will also include vetting ofdesign & drawings by the Competent authority before installation of the system.
775	The Quoted Rate shall include cost of supply ofmaterials, cost of alllabour, machinary, T&P
776	DRIP IRRIGATION SYSTEM
777	Supply,installation, testing,Commisioning of Low pressure reletary water sprinkler system including the cost of all materials, Labour, T&P according to detail technical specfication of the manufacturer and direction of the EIC consisting of the following.
778	PVC Pipe as per IS4985
779	PVC Pipe 110mm X 10kg/cm2 as per IS : 4985:2000 ( Solvent Welded Type )
780	PVC Pipe 75mm X 10kg/cm2 as per IS : 4985:2000 ( Solvent Welded Type )
781	PVC Pipe 63mm X 6kg/cm2 as per IS : 4985:2000 ( Solvent Welded Type )
782	PVC Pipe 50mm X6kg/cm2 as per IS : 4985:2000 ( Solvent Welded Type )
783	PVC Pipe 40mm X6kg/cm2 as per IS : 4985:2000 ( Solvent Welded Type )
784	Sprinkler & Accessories
785	Pop Star star Sprinkler with flow rate -170- 1270 lpm Dia16 mtr- 25 mtr. Inlet 3/4\" made of heavy duty materials
786	Swing Joint 3/4\"x30cm with 4 swivel elbow
787	Pop-Up Spary Sprinkler with 1/2\" Inlet, radius-2-5 mtr, Discharge- 0.06-0.15 lps with check valve. Made of heavyduty plastic
788	Spray Sprinkler - 5.2 mtr
789	Spray Sprinkler - 3.0 mtr
790	Swing Joint 1/2\"x30cm with 4 swivel elbow
791	Inline 16mm, 1.6lph @ 30cm Class-3 brown
792	PVC Service Saddle 63mmx3/4\"- 40mmx3/4\"
793	PVC Service Saddle 63mmx1/2\"- 40mmx1/2\"
794	Valves & Accessories
795	PVC Ball Valve 63 mm with Teflon seal, double unionhaving pressure rating of 10kg/cm2
796	Flush Valve 63mm
797	PVC Gate Valve 75mm
798	Quick Coupling Valve 3/4\"Brass
799	Quick Coupling Valve 3/4\" Key
800	Swivel Elbow 3/4\"
801	PVC Service Saddle 63x3/4\"
802	ASTM Riser 3/4\"x18\"
803	Valve Box 12\" Rectangular
804	Valve Box 10\" Round
805	Valve Box 6\" Round
806	Double Action ARV 1\"
807	Filter & Accessories
808	Jain Super Flow Filter 40 m3/hr 2.5\"Disclean Plastic
809	Jain Clean Master 40 m3/hr, 2.5\" inlet & outlet. Semi automatic
810	Pressure Relief Valve Plastic 1.5\"
811	Double Action ARV 1\"
812	Fittings & Accessories
813	Treching & Backfilling
814	Installation Charges
815	The Contractor\"s Scope will also include vetting ofdesign & drawings by the Competent authority before installation of the system.
816	The Quoted Rate shall include cost of supply ofmaterials, cost of alllabour, machinary, T&P
817	RAIN & GROUND WATER HARVESTING SYSTEM
818	Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs (1200 cfm/ 300 psi) as required to suit the site condition as per the direction of Engineer-in-charge including use of own rigs with its accessories, tools and plant and consumables etc for lowering of 200 mm dia PVC/ GI pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/ PVC casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the bore well).
819	Supplying, assembling, lowering and fixing in vertical position, unplasticized PVC casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories. materials, loading and unloading, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
820	150 mm nominal inner dia Pipes(SCH-80)
821	Gravel packing in bore hole construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement includinglabour charges, materials, loading and unloading, all taxes, royalities, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
822	Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the departmentincluding cost of labour,T&P, etc, all complete as per the direction of Engineer-in-Charge.
823	Upto 1.5 Mtr Depth
824	1.5 Mtrto 3.0 Mtr Depth
825	3.0 Mtrto 4.5 Mtr Depth
826	Earth work in excavation in foundation trenches, column foundation, pit, etc in hard rocks with blasting prohibited including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge.
827	Upto 1.5 Mtr Depth
828	1.5 Mtrto 3.0 Mtr Depth
829	3.0 Mtrto 4.5 Mtr Depth
830	Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered complete as per specification and Direction of Engineer-in-Charge.
831	Upto 1.5 Mtr Depth
832	1.5 Mtrto 3.0 Mtr Depth
833	3.0 Mtrto 4.5 Mtr Depth
834	Providing and laying of Cement Concrete of grade 1: 4 :8 (1 cement : 4 sand : 8 graded stone aggregate of size 40 mm hard granite crusher broken metal ), mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material, conveyance,royalties and taxes ,sundries ,T & P etc. complete as per the directions of Engineer-in-charge.
835	Providing and laying Brick masonry work in Foundation & Plinth usingFly-Ash bricks confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge.
836	Providing 12 mm thick cement plaster with cement mortar (1:4) with punning for skirting mixed with colouring pigments of approved shade to proper line and level to a specified heightcompleteas per the design & drawing with cost of all materials, labour, conveyance, taxes , T&P etc. All complete as per the direction ofEngineer -in-charge
837	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, including all cost of labour ,material, conveyance,royalties and taxes , sundries , T&P etc. complete as per the directions of Engineer-in-charge.
838	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, including all cost of labour ,material, conveyance,royalties and taxes , sundries , T&P etc. complete as per the directions of Engineer-in-charge.
839	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, including all cost of labour ,material, conveyance,royalties and taxes , sundries , T&P etc. complete as per the directions of Engineer-in-charge.
840	Providing and placing in position factory made machine batched & machine mixed Precast RCC Covers on drains of footpath of various sizes, of M-25 grade cement concrete, including cost of centering, shuttering, reinforcement of specified dia TMT bars of Fe 500 grade, neat cement punning on finished surface, properly encased on all edgesand providing 2 Nos. 12 mm dia bar for hooks, includingcost of all labours, materials, conveyance, loading and unloading, royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
841	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering etc. including all lead and lift, cost of labour ,material, conveyance and taxes ,sundries ,T & P, complete as per the directions of Engineer-in-charge.
842	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell all as per requirement and direction of Engineer-in-charge.
843	100 mm dia
844	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). including all lead and lift, cost of labour ,material, conveyance and taxes ,sundries ,T & P etc.complete as per the directions of Engineer-in-charge.
845	100 mm dia
846	CIVIL WORKS& INTERNAL FURNISHING INSIDE TOILETS
847	Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of Toilets , kitchen and other areas as specified by the Engineer in Charge by providing & Applying two coats of elastomeric polymer of 1 mm thickness consisting of a uniformly mixed paste of liquid polymer and cementious powder component, mixed as per manufacturer\"s specifications after duly cleaning the existing surfaces of all grease, oil, dirt or any other loose items as required.
848	Providing & filling sunken floorswith good quality cinder well compacted and top surface dressed and levelled to proper gradient as per direction of the Engineer -in-charge including cost of all labour, cost of sand, royalty, taxes, loading, unloading, transportation, sundries, T&P, etc. complete.
849	Providing and lying Plain Cement Concrete of proportion (1:2:4) in foundation & floor using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties,cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.
850	Ground Floor
851	First Floor
852	Second Floor
853	Providing 6mm thick cement plaster in cement mortar of (1:4) to RCC surfaces such as ceilings of roof slabs, stairs, landings, chajja, shelves, columns, beams and lofts etc. including roughening/chipping, scraping and cleaning and finishing the plastered surface smooth using wooden floats, bars, etc. only to proper plumbs and level, making grooves, beads and drip coarse to give required ornamental finish as per drawing including cost of all materials, conveyance, loading and unloading,royalties, cost of all labour, scaffolding, staging, watering before plasteringand curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge..
854	Ground Floor
855	First Floor
856	Second Floor
857	Providing 12mm thick cement plaster in cement mortar (1:6) to the surface of brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading,royalties, cost of labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.
858	Ground Floor
859	First Floor
860	Second Floor
861	Providing, lifting, hoisting and layingin position machine batched , machine mixed and machine vibrated design mix cement concrete of M-25 including the cost of Centering and Shuttering (minimum cement content not less than 403Kg/Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance, taxes, loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103 ) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement
862	R.C.C. Floor and Roof slab, landing, balconies up to 4.3Mtr. Height.
863	Ground Floor
864	First Floor
865	Second Floor
866	Terrace
867	R.C.C. Beams, columns, grider and bressmer etc.
868	First Floor
869	Second Floor
870	Terrace
871	R.C.C. Walls
872	First Floor
873	Second Floor
874	Terrace
875	Providing & fixing TMT Fe-500 HYSD Reinforcement bars (SAIL /TATA /RINL) of required diameter and approved quality for Reinforced Cement Concrete work including straightening, cutting, bending, binding, welding(if approved) , joining (if necessary), tying the grills, hoisting, lowering and placing in position as per the approved design & drawings (BBS)with provision of standard fan hooks including the cost of all materials, cost of all labour, conveyance, taxes, loading, unloading, cost of binding wires of 18 to 20 gauge, T&P, etc, all complete as per the direction of Engineer-in-Charge.Note: (Linear measurements will be taken& quantity will be calculated on standard weight.Lap length of bars& Weight of binding wire will not be considered for measurement and payment.)
876	Ground Floor
877	First Floor
878	Second Floor
879	Terrace
880	Providing and laying Vitrified Wall Tiles in dado/ skirting confirming to IS : 15622 of approved make, quality, colour and size 600mm x 600mm,with intermidiate spacers of 4 mmwidth upto required height from floor level fixed over an under layer of 12mm thick bed of cement mortar (1:3) (1 Cement : 3 Coarse sand) with intermidiate spacers of 4 mm including cutting to size, laying and filling the joints with epoxy tile groutof approved shade and colour, cleaning the surfaces with oxlaic acid, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading,sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.Make: Tiles-Kajaria/ Somany/ Equivalent.Grout-Fosroc/ Kerakoll/ Weber/ Equivalent(Note- Sample of tiles shall be approved before procurement and use.
881	Ground Floor
882	First Floor
883	Second Floor
884	Providing and laying 300 mm x 300 mm Ceramic Floor Tiles of approved make, quality and colour without any warpage,with intermidiate spacers of 4 mmwidth laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) with intermidiate spacers of 4 mm including cutting to size, laying and filling the joints with epoxy tile groutof approved shade and colour, cleaning the surfaces with oxlaic acid, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading,sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.Make: Tiles-Kajaria/ Somany/ Equivalent.Grout-Fosroc/ Kerakoll/ Weber/ Equivalent(Note- Sample of tiles shall be approved before procurement and use.
885	Ground Floor
886	First Floor
887	Second Floor
888	Providing and layingVitrified Floor Tiles confirming to IS : 15622 of of approved make, quality and colour without any warpage,with intermidiate spacers of 4 mmwidth laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) with intermidiate spacers of 4 mm including cutting to size, laying and filling the joints with epoxy tile groutof approved shade and colour, cleaning the surfaces with oxlaic acid, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading,sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.Make: Tiles-Kajaria/ Somany/ Equivalent.Grout-Fosroc/ Kerakoll/ Weber/ Equivalent(Note- Sample of tiles shall be approved before procurement and use.
889	Size of Tile - 600 x 600 mm
890	Ground Floor
891	Providing & laying granite stone slab in counter slabs using 20 mm thickgranite stone slab of approved quality, colour and size above 0.4 Sqm laid over an under layer of 20 mm thickcement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance,royalties, loading, unloading,sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.
892	Ground Floor
893	First Floor
894	Second Floor
895	Supplying all materials, labour, T&P and fixing 6 mm mirror of superior glass conforming to IS:3438-1996,with polished edges, mounted on 6mm thick A.C sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the Engineer in charge.
896	Providing fitting and fixing in proper position factory made wooden polymer composite (WPC) door frame having waterproof, termite & borer Proof, no rotting, swell & crack proof, bend & warp resistant properties of size 62 mm x 100 mm (dimension torelance 5 mm, subjected to approval of the EIC, no extra payment will be made for diiference in sizes) conforming to relevant IS specifications, ofapproved design and drawing fitted to the masonary/ concrete wall with anchor bolts of required size including cost of all materials, labour, conveyance, taxes, T&P etc. complete as per direction of Engineer-in-charge. Make:- Ecoste/ Century Ply / equivalent
897	Providing and fixing ISI marked both side laminated flush door shutters confirming to IS 2202(Part 1) of 35 mm thickness with approved colour paint over a coat of primer etc including ISI marked necessary hardware fittings such as, SS Concealed Hinges (5\"), stopper, Door eye & magnet, SS Tower bolt-8\",Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body etc. includingcost of all labours, materials, conveyance, hardware fixing, loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
898	Providing and applying 2 coats ofPlastic Emulsion Paint of approved quality and shade over a coat of cement based Putty & primer of approved quality to surfaces (interior) including throughly brushing the surface free from foreign materials, sand papering smooth the intermediate coats,including of all materials, labour, conveyance, royalties, scaffolding, watering, curing, sundries, tools and plants etc as per the direction of Engineer-in-charge. (colour & shade to be approved before procurment & use)
899	Providing and applying 2 coats of Oil bound distemper of approved quality and shade over a coat ofputty & wall primer of approved quality to surfaces (interior) including throughly brushing the surface free from foreign materials, sand papering smooth the intermediate coats,including of all materials, labour, conveyance, royalties, scaffolding, watering, curing, sundries, tools and plants etc as per the direction of Engineer-in-charge. (colour & shade to be approved before procurment & use)
900	Ground Floor
901	First Floor
902	Second Floor
903	Providing and applying 2 coats ofElastomeric & Decorative acrylic waterproofing coating of approved shade & make over external surfaces as per maufacturer\"s specifications including all cost of materials, labour, watering & curingT&P etc complete as per direction ofEngineer -in-charge. (Colour & shade to be approved before procurment & use).Coating shall be UV resistant, breathable & flexible having minimum 100% elongation when applied at 110 micron DFT with following properties: Nature : Single componentSpecific Gravity : 1.29Elongation (110 micron DFT) ASTM D412-02 : >100%Breathability ASTM E96 : 22 gm/m2/dayRapid chloride penetration test ASTM C1202-97 : very lowAccelerated weathering (1000hrs UV exposure), ASTM D 4587 : no defectsTensile strength @ 250micron ASTM D412-02 : >2.0N/mm2 Crack bridging ability ASTM C836 : Passes > 0.5mm widthAdhesion strength : 1.3N/mm2Coating thickness DFT in two coats : 110 microns
904	First Floor
905	Second Floor
906	Terrace
907	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
908	Circular shape 560 mm internal dia
909	Supplying, fitting and fixing of stainless steel of 304 grade ladders per approved design and specification, including buffing, polishing etc with cost, conveyance, taxes of all materials, labour T&P etc. required for the complete in all respect as per the direction of Engineer -in- charge.
910	Providing all materials, labour, T&P and applying food grade waterproofing to the inside portions of water tanks by following operations
911	Surface Preparation:Surface to be free from frost, surface laitance and contamination free from loose aggregate or other sharp protrusions with fairly smooth finish for application of waterproof coating prime the surface with water.
912	Coving & Bore cracking with Nitobond SBR Latex:Coving the junctions of the retaining wall and base raft with fillet of size 75mm x 75mm with CM 1: 3 admixed with Nitobond SBR Latex
913	System:Providing and applying two coats of Nitocote CM210, an elastomeric cementations coating to forms 2.0mm thickness waterproofing coating at a coverage 3.8kg/sqm. System shall consist of two-component polymer modified cementations coating is supplied in pre-packaged form. The product is designed to be easily mixed on site using a slow speed drill fitted with a mixing paddle and then applied to the substrate using a trowel for best results. Nitocote CM210, available in grey and white, cures to form an elastomeric impermeable membrane. Has an approved under the UK WBS (WRc Listed) Scheme No. 0510522. The cured coating, after immersion, shall be capable of withstanding cracked substrate cyclic movement from 0 - 300 - 0 microns at 15°C for 6,000 cycles without failure. It shall have the capability to resist a positive water pressure of 5 bar and a negative water pressure of 3 bar when tested to European standard CEN/ TC 67 67072:2003 part A-7.complete as per manufacturer’s specification, approved Drawings, as specified and as directed by Engineer, at all levels.
914	Typical properties of mixed material:Pot life at 20ºC: 1 hour Colour: Grey or whiteMixed density: 1850 kg/m³Minimum application temperature: 5ºCProperties of cured coating (21 days cure at 23ºC followed by 28 days immersion at 23ºC).The values obtained are for Nitocote CM210 when applied in two coats each of 1mm wet film thickness:Resistance to positive water pressure (DIN 1048): 5 bar (50m head of water)Resistance to negative water pressure (DIN 1048): 3 bar (30m head of water)Static crack accommodation: >1.0mmAbrasion resistance: Wear Index 1 (ASTM D 4060) equivalent to 40 N/mm2 concreteChloride ion diffusion No penetration after resistance (Taywood method): 12 months continuous testing CO2 diffusion resistance(Taywood method) after 5000 hours QUV* : >50m
915	Chase opening the Construction Joints by providing “ U ” groove, removing the dust and clean the designated area fill the prepared surface using Renderoc CS completely as per the manufacturer’s Instruction.Providing chemical injection treatment in the form of pressure grouting to the cold joint by injecting cement slurry mixed with grout admixture Cebex 100 @ 225 gms.per bag of cement, in the required consistency through the pre fixed PVC nozzles in the 18 mm dia holes, fixing of PVC nozzles with Renderoc Plug and final cutting the projected nozzles and sealing off the PVC nozzles after the injection operation is over with Renderoc plug, nonshrink rapid setting mortar compound, finishing, curing etc. as per manufacturers specification and as directed.

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Construction Of Phase-Ii Buildings Of State Institute Of Disaster Management ( Sidm ) Within The Roti Campus At Gothapatna, Bhubaneswar Under Sdrf ( Package-I ) ., Bhubaneswar-Odisha

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Construction Of Phase-Ii Buildings Of State Institute Of Disaster Management ( Sidm ) Within The Roti Campus At Gothapatna, Bhubaneswar Under Sdrf ( Package-I ) ., Bhubaneswar-Odisha

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