Tender For Tourism Development Of Karmaha Math Tahsil Hata District Khushinagar, 1 Conservartion And Renovation Of Heritage Building Complex 2 Manually Removal Of Vegetation (Major Trees, Climbing Plants, Creepers) From Walls, Columns, Arches, Floor E, Kushinagar-Uttar Pradesh

TDR : 43848093

Tender Notice
BOQ

Expired

Kushinagar , Uttar Pradesh

Tender Brief : Tender For Tourism Development Of Karmaha Math Tahsil Hata District Khushinagar, 1 Conservartion And Renovation Of Heritage Building Complex 2 Manually Removal Of Vegetation (Major Trees, Climbing Plants, Creepers) From Walls, Columns, Arches, Floor E

Document Fees
₹ 17700 /-

EMD
₹ 754000.0 /-

Tender Value
₹ 3.77 Crore /-

Submission Date
03-07-2024

Competition Type
Indian

Bidding Type
Tender

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1	CONSERVARTION AND RENOVATION OF HERITAGE BUILDING COMPLEX
2	Manually removal of vegetation (major trees, climbing plants, creepers) from walls, columns, arches, floor etc in a skilled and careful manner, using appropriate tools and means and without causing any damage to the adjoining parts, including carrying and stacking the dismantled materials including lift/lower upto 11mtrs and lead upto 50 mtrs as directed by the engineer or architect in charge. The exposed surfaces will be coated with a paste made from ammonium sulphamate crystals or with \"Tree killer\" available in market. In this condition the root system may be left to absorb and die. Large sections of dead wood must not be left within the core. As they decay they will remove support and create voids and weaknesses in the wall. But pull off a well - established mat of vegetation must be resisted. Tamping, grouting, pointing and resetting of brick / stones especially on wall top, must all be anticipated as remedial work.
3	Careful uprooting of vegetation growth, bushes, shrubs and rank vegetation from the walls upto a height 10mbamboo ladders, scafolding etc.) with the help of Specialised tools including injecting chemicals or natural mediums like buttermilk for drying roots so that they losen up and taken out invery carefull mannerto avoid any damage to the heritage structure Note:-This job involves high risk and requires working at a height of 10.00m (aprox. 30.00 ft), hence employing of skilled labour is necessary (30% extra charges) alongwith execution under the supervision of a conservation engineer/Architect.
4	Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
5	Removing Cracked & bulged lime concrete Very Carefully using specialised tools by the means of manual labour Without use any mechanical means Including Stacking Of Dead Material & Throwing Malba Beyond Monument upto 150 mm including disposal of Malba within 50 m lead. Based on DSR 15.1 (Labour Rates as perA.S.IL.K.O CurrentRate.)
6	Very carefull removal and scrapping of existing pulverised plaster from traditional brick surface, including raking out the joints andscrapping out dead and decayed mortar very-very carefully including washing and preparing the surface good for replastering. Note:it is to be noted that tradional plaster that is intact shall not be taken out or damaged and shall remain intact.(Labour Rates as perA.S.IL.K.O CurrentRate.)
7	Taking out and removal of out of plumb, bulged and dislocated traditonal brick masonryin lime mortar very - very carefully without using drill or any other machine avoiding any jerks and vibrations to the adjoining part of the ancient structure. It also includes strutting and proping to the bottom of the overhanging brick masonry wherever necessary,including stacking of dead material & throughing malwa beyond monument. (Labour Rates as perA.S.IL.K.O CurrentRate.)
8	Strengthening and stablization of brick massonary with underpinning technique in traditional foundation done intraditional Lime mortar ratio of1:1:1:1 (1Lime Putty,1 U/s Lime,1 Coarse Sand & 1 first class brick surkhi)mixed with other traditional material for more strength of mortar mixing withWood Apple,Gum, Black Gram,Molasses & Fenugreek seeds ,including all supply of labour,material & T&P required for proper completion in all respectas per original pattern, matching with original colour and texture.(Labour Rates as perA.S.IL.K.O CurrentRate.)
9	Filling of minor cracks, hair cracks, fissures & minor cavaities after proper cleaning of surface with soft brush and presurised air, with Lime putty ,sand & Surkhi matching the colour final finishing with lime punning very-2 carefully.(Labour Rates as perA.S.IL.K.O CurrentRate.)
10	Stitching of wide cracks carefully by taking out all loose materials, cleaning with pressure water pumps & air blower and filling 1/3 depth with lime mortar with cross masonry stitching using Brass/SS clamps and chiken mesh with matching bricks in lime mortar 1:1:1 (1 lime putty : 1 coarse sand: 1surkhi) matching the courses and features of existing masonry under the supervision of the conservation architect.(Labour Rates as perA.S.IL.K.O CurrentRate.)
11	Raking out the joints of traditional brick masonrysurface to the required width and depth, with due care and precaution, by mechanical/manual means including preparing & cleaning the surface re-filling of joints, including disposal of rubbish within headlead of 50 metres. (Labour Rates as perA.S.IL.K.O CurrentRate.)
12	Base layer Rough mortar as base of plaster & filling the core masonry voids very carefully and pushing the mortarin joints upto8-10 mm thick in (1:1:1) 1 Lime putty: 1 Surkhi: 1 Coarse sand on the traditional underpinning(brick masonry),mixed with oraganic additivesWood Apple,Gum, Black Gram,Molasses & Fenugreek seeds ,including all supply of labour,material & T&P(Labour Rates as perA.S.IL.K.O CurrentRate.)
13	Restoration of damaged & Pulverized simple plaster of thickness 20-40 mm in combination mortarusing 1:1:1 (1 Lime putty: 1 Surkhi: 1 Coarse sand) mixed with other traditional material for more strength of mortar mixing withWood Apple,Gum, Black Gram,Molasses & Fenugreek seeds ,including all supply of labour,material & T&P required for proper completion in all respect as per original pattern, matching with original colour and texture.(Labour Rates as perA.S.IL.K.O CurrentRate.)
14	Restoration and reproduction of damaged and pulverised lime plasterwith grooves/curved plaster as per original geometrical pattern with thickness of upto 20-40 mm with traditional lime mortar in ratio (1 lime putty: 1 surkhi: 1 sand) mixed with gur/sheera & belgiri, including final finishing of surface.
15	Providing & laying lime concrete in the ratio of 1:1:1:4 (1 Lime: 1 Surkhi: 1 coarse sand: 4 Brick ballast 25mm nominal size) mixed with Gur/ sheera and Belgiri etc. including ramming with wooden dhurmut. (Labour Rates as perA.S.IL.K.O CurrentRate.)
16	Providing and fixing45-50mm thick Mirzapur sand stone flooring size as per of E/ Ifine dressed of all edges & exposed side laid in mortar 1:1:1 (1 lime,1 surkhi & 1 coarse sand) mixing withWood Apple,Gum, Black Gram,Molasses & Fenugreek seeds & pointing of joints which should not exceed 3mm in lime mortar 1:1( 1 lime putty, 1 surkhi) mixing with colour pigment ,complete in all respect including supply of all material ,labour & T&P.(Labour Rates as perA.S.IL.K.O CurrentRate.)
17	Providing and fixing 45-50mm thick Red sand stone flooring size as per of E/I fine dressed o all edges & exposed side laid in mortar 1:1:1 (1 lime, 1 surkhi & 1 coarse sand) mixing with Wood Apple, Gum, Black Gram, Molasses & Fenugreek seeds & pointing of joints which should not exceed 3mm in lime mortar 1:1 (1 lime putty, 1 surkhi) mixiing with colour pigment, complete in all respect including supply of all material, labour & T&P. (Labour Rates as per A.S.I L.K.O Currnt Rate).
18	Demolishing Modern brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
19	Removing/demolishing R C C work slabs, cutting of reinforcement bars manually/mechanical means including stacking of steel bars & disposal of cement concrete chunks and unserviceable material within 50 metres lead.(Labour Rates as perA.S.IL.K.O CurrentRate.)
20	Underpinning of damaged, disturbed and missing traditional brick masonry in courses teething with existing old masonry as per original pattern with mortar of ratio (1:1:1) 1 Lime putty: 1 Surkhi: 1 Coarse sand mixed with Wood Apple,Gum, Black Gram,Molasses & Fenugreek seeds ,including all supply of labour,material & T&P required for proper completion in all respect. Matching with original colour and texture. It also includes core-treating with liquid mortar after very-2 carefully scooping out the dead mortar.(Labour Rates as perA.S.IL.K.O CurrentRate.)
21	Providing & laying Ornamental Round traditional Brick masonry as per original pattern with required dia. & thickness in circular shape on plan for a mean radius including centering and shuttering (strutting, propping & formwork for proper shape inside and outside)complete. It also includes cutting & rubbing of bricks required size and shape in super structure with Lime mortar 1:1:1 ( 1 Lime putty: 1 Coarse sand: 1 surkhi) mixing with Wood Apple,Gum, Black Gram,Molasses & Fenugreek seeds ,including all supply of labour,material & T&P required for proper completion in all respect. (Labour Rates as perA.S.IL.K.O CurrentRate.)
22	Restoration of damaged & pulverized Ornamental Round plaster of thickness 32-35 mm thick in combination mortar using1:1:1 (1 lime putty; 1 1st class brick surkhi; 1 Coarse Sand) mixing with Wood Apple,Gum, Black Gram,Molasses & Fenugreek seeds ,including all supply of labour,material & T&P required for proper completion in all respectfilling the core masonry voids very-2 carefully and pushingincluding creating all the details as per existing design pattern available at site over under layer plaster.
23	Renovation and repair of damaged and crushed plaster molding, adhering to existing design dimensions ranging from 100 to 300 mm, while preserving the intricate contours and curves using molds, in conjunction with a combination mortar composed of 1 part lime putty, 1 part surkhi, and 1 part coarse sand, augmented with additional traditional strengthening agents such as wood apple, gum, black gram, molasses, and fenugreek seeds. The scope includes all necessary labor, materials, and tools to ensure a thorough restoration in accordance with the original pattern, while achieving a seamless match in color and texture, for areas reaching heights of 5-8 meters above ground level. (Labour Rates as perA.S.IL.K.O CurrentRate.)
24	Replication of ornamental cornice (crafted lime plaster) to match the original architectural design of the heritage structure, extending up to 6-8 meters above ground level while preserving the authentic contours and curves. This entails employing a combination mortar mixture in a 1:1:1 ratio (1 part lime putty, 1 part surkhi, 1 part coarse sand), enhanced with ingredients such as jaggery, molasses, gum, sunn/jute fibers, and urad dal paste, along with belgiri. Additionally, the process includes the application of a final lime putty coat for the surface finishing.
25	\"Decorative lime plaster application with a 1:1:1 mortar mix, encompassing meticulous replication of all intricate design elements present on-site, atop a base layer plaster adhering to traditional techniques, while ensuring the preservation of all curves and contours. The preparation of mortar strictly involves grinding mill procedures. Given the intricate nature of this task, it necessitates meticulous execution under the vigilant oversight of a Conservation Architect.\" (Labour Rates as perA.S.IL.K.O CurrentRate.)
26	\"Traditional stucco works using lime putty mortar in accordance with established conventions and design specifications, ensuring the preservation of contours and curves through pattern molds. The mortar preparation exclusively involves grinding mill procedures. Thickness ranges from 10mm to 100mm, tailored to the specific design requirements.\"
27	Preparation & Layingof Traditional lime Mortar as final top layer also used as water-proofing layer over base concrete on the terrace/ domes of the structure including prepration of mortar by traditional practice by grinding for base course (lime mortar - 1 Lime putty: 1 Surkhi: 1 Marble Dust, Microfiber) and organic additives along withtamping& proper curing. Final finishing of the surface with fine coat of lime putty mixed with fine sand, organic additives like gur sheera and beligirito match the orignal materials. It also includes maintaining original beetles and curves matching with original. (Labour Rates as perA.S.IL.K.O CurrentRate.)
28	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).(Labour Rates as perA.S.IL.K.O CurrentRate.)
29	Removing white or color wash by scrapping and sand paperingwithout causing damage to the below stone/brick/plastered surface.and preparing the surface smooth including necessary repairs to scratches etc. complete.
30	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting,unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
31	Traditional brick masonry in custom madebricks of (L=,B=,H=) as found on site in lime mortar in proportion similar to the existing traditional lime mortar 1:1:1 (lime :1 sand : 1surkhi)Note: The cost may change from region to region due to change in rate of customized bricks.
32	Same as above item but for ornamental work ie column and arches
33	Providing & Fixing of Spout for rain water
34	Painting on wood as per PWD Specifcation
35	Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed by grinding to fine paste for smooth finish
36	Protective MS Box for covering of Dietyfor any physical damages Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
37	SANDSTONE POLISHING ON FLOORING
38	MIRZAPUR SAND STONE
39	RED SAND STONE
40	Scientific Investigation ,Documentaion and conservation expert consultaion for all the materials on the site, for eg. Lime, surkhi, i.e of the existing builfing and new material used simultaneously additive material used, soil testing, complete photographic documentation of each and every element of the building considering both internally & externally done under a superviision of a Conservation Architect before starting of any work. Along with condition assessment and material report of further analysis, research & documentaion.
41	Dismantling steel work in single section(MS Girder) very-2 carefully and slowly to avoid any damage to the adjoining portion/members of the heritage structure after inspecting and re-strengtening to provided propping system to avoid any untoward incident during execution of work, including dismembering and stacking 50 mtrs. away from the site.
42	Provision of support during dismantling in place of removed girders to avoid damage to heritage structure and make the site safe for workers during execution of work.
43	MS Channel 175 mm box vertically placed(as shaft) over base plate of 10 mm and at top with a base plate of 10 mm for pressure jack
44	Pressure jack required to support the roof during dismantling and fixing MS girder(Galvanised) to carry and transfer the load uniformily to the ground without failure.
45	Providing and fixing Structural steel work in single section(MS Girder (galvanised)) fixed with or without connecting plate, including cutting, hoisting & fixing in position as per original pattern after galvanising of the (MS Girder)all complete.
46	Reproduction of plaster of Shahjahani Arch & Semi- Circular Arch as per original pattern with traditional lime putty mortar of ratio (1:1:1) 1 Lime putty: 1 Surkhi: 1 Coarse sand mixed with Belgiri, Gur and Gum matching with original colour and texture by maintaining existing curve & beetles.
47	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
48	(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
49	Providing and Fixing of sand stone water spouts of size 900x300x125 with adhesive including the cost of all necessary fittings, accessories as per Design and drawing received from Architect in charge
50	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
51	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.(Note: Butt hinges and necessary screws shall be paid separately)Second class teak wood35 mm thick shutters
52	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.
53	Float glass panes:4 mm thick glass pane (weight not less than 10 kg/sqm).
54	APRON DRAIN
55	Renovation Works
56	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
57	Demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 mtrs leads as per direction of Engineer-in-charge in cement mortar.
58	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
59	Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
60	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved upto 8 Km
61	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
62	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
63	All works above plinth level upto floor V level
64	Concrete of M25 grade with minimum cement content of 330 kg /cum
65	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
66	GROUND FLOOR
67	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
68	Providing and fixing bright /matt finished Stainless Steel sliding door bolts of approved quality & make with necessary screws etc all complete. 250mm x 16mm .
69	Providing and fixing bright /matt finished Stainless Steel tower bolts of approved quality & make with necessary screws etc all complete. 250mm x 10mm .
70	Providing and fixing bright /matt finished Stainless Steel tower bolts of approved quality & make with necessary screws etc all complete. 150mm x 10mm .
71	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm
72	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 100 mm
73	15mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth.
74	Centering and shuttering including strutting, propping etc. and removal of form for
75	Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
76	Providing and fixing parallel threaded couplers conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”, to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works per direction of Engineer- in-Charge. Coupler for 25 mm diameter reinforcement bar
77	Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
78	Providing and injecting HM-500 Epoxy Anchoring Type: HM-500 : Red or Black Density: 1.5±0.1g/cm³ in proportion Mix Ratio: 3:1 Color/ or recommended by the manufacturer into drills cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (make Hilti/HM or equivalent)
79	TOILET BLOCK (Civil Works)
80	Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
81	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
82	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
83	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
84	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
85	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
86	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
87	Centering and shuttering including strutting, propping etc. and removal of form for
88	Foundations, footings, bases of columns, etc. for mass concrete
89	Suspended floors, roofs, landings, balconies and access platform
90	Lintels, beams, plinth beams, girders, bressumers and cantilevers
91	Columns, Pillars, Piers, Abutments, Posts and Struts
92	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
93	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
94	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)
95	Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
96	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
97	Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface ofthe substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:
98	With Chlorpyriphos E.C. 20% with 1% concentration
99	Treatment of soil under existing floors using chemical emulsion@ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
100	With Chlorpyriphos E.C. 20% with 1% concentration
101	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
102	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :. 250mm x 16mm .
103	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250mm x 10mm .
104	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150mm x 10mm .
105	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
106	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100 mm
107	Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
108	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes
109	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick single leaf shutters
110	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
111	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)
112	admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by
113	Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm.
114	15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand
115	12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand
116	12 mm cement plaster of mix 1:3 (1 cement: 3 coarse sand) in Ceiling
117	15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M.
118	Making groove 10 to 12 mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required.
119	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
120	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
121	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
122	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) :
123	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
124	Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm.
125	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
126	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
127	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
128	Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
129	Red sand stone - Exposed face machine cut and table rubbed with rough backing.40 mm thick
130	Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.
131	Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.
132	Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.Red sand stone
133	Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone
134	Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Both face dressedRed sand stone
135	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
136	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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. 110 mm diameter
137	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
138	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
139	Coupler
140	110 mm
141	Bend 87.5°
142	110 mm bend
143	Shoe (Plain)
144	110 mm Shoe
145	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
146	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
147	PLUMBING WORK
148	Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
149	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
150	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
151	W.C. pan with ISI marked white solid plastic seat and lid
152	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
153	White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
154	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
155	Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
156	Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth
157	Granite stone of approved shade
158	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
159	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.
160	Flexible pipe
161	i) 32 mm dia
162	Providing and fixing PTMT Bottle Trap for Wash basin and sink.
163	Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.
164	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
165	Circular shape 450 mm dia
166	Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
167	Providing and fixing toilet paper holder :
168	C.P. brass
169	Providing and fixing soil, waste and vent pipes : 100 mm dia Centrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989
170	75 mm O.D.
171	100 mm O.D.
172	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
173	75 mm
174	110 mm
175	Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
176	75 mm O.D.
177	110 mm O.D.
178	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
179	75 mm
180	110 mm
181	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
182	Shoe (Plain)
183	75 mm Shoe
184	110 mm Shoe
185	Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 3989
186	75 mm size
187	110 mm size
188	Providing and fixing heel rest sanitary bend Sand cast iron S&S as per IS - 3989
189	75 mm size
190	110 mm size
191	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Sand cast iron S&S as per IS - 3989
192	75 mm size
193	100 mm size
194	Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989
195	75 mm
196	100 mm
197	Providing and fixing 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 :
198	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall
199	20 mm nominal outer dia pipes
200	25 mm nominal outer dia pipes
201	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
202	Internal work - Exposed on wall
203	20 mm nominal outer dia Pipes
204	25 mm nominal outer dia Pipes
205	32 mm nominal outer dia Pipes
206	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.
207	15 mm nominal outer dia pipes
208	20 mm nominal outer dia pipes
209	Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work
210	40 mm dia, nominal bore
211	50 mm dia, nominal bore
212	Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends)
213	25mm dia, nominal bore
214	Providing and fixing uplasticised PVC connection pipe with brass unions :
215	45 cm length
216	15 mm nominal bore
217	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls)
218	20 mm nominal outer dia pipes
219	25 mm nominal outer dia pipes
220	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
221	20 mm nominal bore
222	Providing and fixingG.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work)
223	15mm nominal bore
224	20mm nominal bore
225	25mm nominal bore
226	32mm nominal bore
227	Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931
228	15mm nominal bore
229	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
230	15mm nominal bore
231	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.
232	15 mm nominal bore
233	Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge.
234	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
235	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
236	Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m :
237	Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.
238	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
239	100 mm O.D.
240	150 mm O.D.
241	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
242	110/100 mm diameter pipe
243	160/150 mm diameter pipe
244	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
245	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design :
246	Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
247	ELECTRICAL WORK
248	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
249	Group - C
250	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
251	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
252	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
253	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
254	2 X 4 sq. mm + 1 X 4 sq. mm earth wire
255	4 X 4 sq. mm + 2 X 4 sq. mm earth wire
256	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required.
257	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required
258	Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required
259	Lighting Fixtures (Lights/Fans) :
260	Supply & fixing of recess mounting round 15 to 18 watt LED down Lighter having Powder coated die cast aluminium housing with heat sink , diffuser /reflector and driver set complete in all respect.
261	Supply and fixing of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect.
262	Supply and fixing of 3 watt to 6 watt LED(spot light) fitting Confirming to IP 65 and above protection Complete in all respect. CAT. - AAA (Use as a Decorative Mirror Light)
263	Supply & fixing of 12 Watt LED Bulb - B22 / E27 (Colour Temp.- 6500K / Lumens - 900 lm) cool day light, Input Volts (AC 90V-260V), 3-Star rating suitable for Batten/Angle holder including making connection.Complete in all respect.
264	Supply & fixing of 225/230mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect.
265	Armoured Cables (Cable/Gland/Lug) :
266	Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size
267	size 6 sq mm x 2 core
268	Supplying and making end termination with brass compressiongland and aluminium lugs for following size of PVC insulatedand PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
269	3½ X 25 sq. mm (28mm)
270	Earthing Work :
271	Earthing with copper earth plate 600 mm X 600 mm X 3 mmthick including accessories, and providing masonry enclosurewith cover plate having locking arrangement and watering pipeof 2.7 metre long etc. with charcoal/ coke and salt as required.
272	Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
273	DBs & MCBs :
274	Supplying 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 commissioning etc. as required.
275	Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
276	Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required.40 A
277	Supplying and fixing following way, horizontal type three poleand neutral, sheet steel, MCB distribution board, 415 V, onsurface/ recess, complete with tinned copper bus bar, neutralbus bar, earth bar, din bar, interconnections, powder paintedincluding earthing etc. as required. (But withoutMCB/RCCB/Isolator)4 way (4 + 12), Double door
278	Miscellaneous Items :
279	Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single redcolour on front side as required.
280	Supplying and fixing following Modular base & cover plate on existing modular metal/GP boxes etc. as required.
281	3 Module
282	4 Module
283	6 Module
284	12 Module
285	INTERLOCKING PATHWAY (295.94 Sqm
286	Earth work in exacavation in trenches for foundations pipes cables etc. in ordinary soil (loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. (DSR 2.8.1)
287	Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction ofEngineer-in- charge. (DSR-16.80)
288	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (DSR-16.78.1)
289	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-16.69)
290	Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
291	Septic Tank With Soakpit
292	Excavation in Foundation in ordinary soil (with moorum/shingle kankar requiring the use) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).
293	From 0.00 mt to 1.50 mt
294	1.50mt to 3.0 mt
295	3.0 mt to 4.50 mt
296	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone ballast 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
297	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-25. R.C.C. Work Slab
298	Class-150 brick work in 1:4 cementand Coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work.
299	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
300	Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).
301	15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand
302	Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729
303	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar)
304	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
305	BORING AND WATER SUPPLY
306	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level. 300 mm dia
307	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accesDSRies etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia
308	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accesDSRies etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm Nominal Size dia
309	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
310	Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compresDSR, running the compresDSR for required time till well is fully developed, measuring yield of well by \"V\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compresDSR, tools & accesDSRies etc., all as per requirement and direction of Engineer-in-charge.
311	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 of: 150 mm Dia
312	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp
313	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia
314	Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc.
315	50 mm nominal size dia
316	Electric logging of bore hole
317	Supply and Installation of 1.5 HP Submersible pump set complete
318	EXTERNAL ELECTRIFICATION
319	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
320	Group - C
321	Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
322	Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required
323	Group -A
324	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
325	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
326	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
327	2 X 4 sq. mm + 1 X 4 sq. mm earth wire
328	2 X 6 sq. mm + 1 X 4 sq. mm earth wire
329	2 x 10 sq.mm + 1 x 6sq.mm. earth wire
330	2 x 16 sq.mm + 1 x 6sq.mm. earth wire
331	4 x 6 sq.mm + 2 x 6 sq.mm. earth wire
332	4 x 10 sq.mm + 2 x 6 sq.mm. earth wire
333	4 x 16 sq.mm + 2 x 6sq.mm. earth wire
334	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required.
335	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 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
336	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).
337	Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \"C\" curve including connections, painting etc. as required.
338	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required
339	Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required
340	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required
341	5/6 A switch
342	3 pin 5/6 A socket outlet
343	Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
344	Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.
345	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
346	Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)
347	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required
348	Upto 450 mm sweep
349	Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes.
350	Supply of Recessed mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect.
351	Supply of Recess/Surface mounting 2x2 feet 24 to 30W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect.
352	Supply of LED 4ft 40W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).
353	Supply of Suspended mounting 36W LED Liner Batten Light, suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect.
354	Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).
355	Supply of Recess mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect.
356	Supply of Recess mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect
357	Supply of Recess mounting square 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect.
358	Supplying of Bead Head light 31W fitting complete including connections etc.
359	Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.complete in all respect
360	Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required.
361	Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect,
362	Supplying and fixing brass batten/ angle holder including connection etc. as required.
363	Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect.
364	Supplying of 9 Watt Decorative LED Wall Light complete in all respect.
365	Supply and fixing of 6 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect.
366	Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan
367	Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect.
368	Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required.
369	300mm EXHAUST FAN
370	Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required
371	40 A,25KA,FP MCCB
372	63 A,25KA,FP MCCB
373	100 A,30KA,FPMCCB
374	125 A,36KA,FPMCCB
375	160 A,25KA,FP MCCB
376	200 A, 36KA,FPMCCB
377	250 A, 36KA,FPMCCB
378	320 A, 36KA,FPMCCB
379	Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
380	6 Way Double Door
381	8 way, Double door
382	12 way, Double Door
383	16 way, Double Door
384	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
385	4 Way Double door
386	6 way Double door
387	8 way Double door
388	12 way Double door
389	Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.)
390	4 way (4 + 12), Double door
391	8 way (4 + 24), Double door
392	Supplying and fixing TP/FP sheet steel enclosure on surface/ recess. Suitable for upto 125 A 415 V MCCB complete with connections, testing and commissioning etc. as required.
393	Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required
394	40 amps SP MCB
395	40 amps DP MCB
396	63 amps DP MCB
397	40 amps TP MCB
398	63 amps TP MCB
399	40 amps 4P MCB
400	63 amps 4P MCB
401	100 amps 4P MCB
402	Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required
403	40 amps
404	63 amps
405	Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required
406	40 amps
407	63 amps
408	Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required.
409	25 amps
410	40 amps
411	63 amps
412	Supplying 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 commissioning etc. as required.
413	Single pole
414	Double pole
415	Triple pole
416	Triple pole and neutral
417	Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
418	Supplying and fixing 1P LCD Energy Meter 5-30A with BOX
419	Supplying and fixing 3Ph 4 W kWh Dir base mtg 240V 10- 60 A Energy Meter
420	Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A \"C\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
421	Supplying and fixing DP sheet steel enclosure on surface/ recessalong with 25/32 A 240 V \"C\" curve DP MCB complete withconnections, testing and commissioning etc. as required.
422	Supplying and fixing 4P sheet steel enclosure on surface/ recess complete with connections, testing and commissioning etc. as required.
423	Supplying and fixing TP/FP sheet steel enclosure on surface/ recess. Suitable for upto 125 A 415 V MCCB complete with connections, testing and commissioning etc. as required.
424	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 fitting and cutting, jointing etc. in the existing trench, complete as required.
425	90 mm dia (OD-90 mm & ID-76 mm nominal)
426	Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB\"s to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports.
427	The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.
428	The minimum clearances between bus bars shall be as follows :
429	Phase to phase - minimum 20mm
430	Phase to neutral-minimum 15mm
431	Feeder Pillar
432	Incoming :
433	1 No 100 Amp. 4P MCCB of 35KA (Ics=Icu)Breaking Capacity
434	Metering :
435	1 Set of CT\"s one of 100/ 5Amp ratio for Multifunction Meter
436	Bus Bar :
437	1 No. 100 Amp. FP aluminimum bus bar of suitable length.
438	Outgoing :
439	Phase indication lamps on each outgoing to be provided.
440	63 Amps FP MCB of 35KA - 1 No
441	16 Amps DP MCB of 35KA - 3 No
442	2 No. SPACE & SPARE
443	Panel described as above
444	Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each
445	Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required.
446	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
447	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)
448	Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
449	Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required.
450	Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
451	Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required.
452	Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
453	Up to 35 sq.mm.
454	Above 35 sq.mm. and up to 95 sq.mm.
455	Above 95 sq.mm. and upto 185 sq.mm.
456	Above 185 sq.mm. and up to 400 sq.mm.
457	Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as required
458	Up to 35 sq.mm.
459	Above 35 sq.mm. and up to 95 sq.mm.
460	Above 95 sq.mm. and upto 185 sq.mm.
461	Above 185 sq.mm. and up to 400 sq.mm.
462	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering.
463	Up to 35 sq.mm.
464	Above 35 sq.mm. and up to 95 sq.mm.
465	Above 95 sq.mm. and upto 185 sq.mm.
466	Above 185 sq.mm. and up to 400 sq.mm.
467	Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering.
468	Up to 35 sq.mm.
469	Above 35 sq.mm. and up to 95 sq.mm.
470	Above 95 sq.mm. and upto 185 sq.mm.
471	Above 185 sq.mm. and up to 400 sq.mm.
472	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required
473	Up to 35 sq.mm.
474	Above 35 sq.mm. and up to 95 sq.mm.
475	Above 95 sq.mm. and upto 185 sq.mm.
476	Above 185 sq.mm. and up to 400 sq.mm.
477	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required
478	Upto 35 sq. mm (clamped with 1mm thick saddle
479	Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp
480	Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp
481	Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp)
482	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.
483	Upto 35 sq. mm (clamped with 1mm thick saddle)
484	Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)
485	Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp)
486	Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp)
487	Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment
488	3.5 x 400 sq.mm.
489	3.5 x 300 sq.mm.
490	3.5 x 240 sq.mm.
491	3.5 x 185 sq.mm
492	3.5 x 150 sq.mm
493	3.5 x 120 sq.mm
494	3.5 x 95 sq.mm
495	3.5 x 70 sq.mm
496	3.5 x 50 sq.mm
497	3.5 x 35 sq.mm
498	3.5 x 25 sq.mm.
499	4 x 25 sq.mm
500	4 x 16 sq.mm

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Tender For Tourism Development Of Karmaha Math Tahsil Hata District Khushinagar, 1 Conservartion And Renovation Of Heritage Building Complex 2 Manually Removal Of Vegetation (Major Trees, Climbing Plants, Creepers) From Walls, Columns, Arches, Floor E, Kushinagar-Uttar Pradesh

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Tender For Tourism Development Of Karmaha Math Tahsil Hata District Khushinagar, 1 Conservartion And Renovation Of Heritage Building Complex 2 Manually Removal Of Vegetation (Major Trees, Climbing Plants, Creepers) From Walls, Columns, Arches, Floor E, Kushinagar-Uttar Pradesh

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