Tender For Eco Tourism Development Work Of Ancient Lake At Devdah Maharajganj, 1 DEVELOPMENT OF GHAT 2 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 3 Making coffer Dam with laying of empty gunny bags including filling of sandy/local soil and placing in two parallel lines with proper gap in River to retain the water for construction work including filling of sendy soil in aforesaid gap of two parallel gunny bag line and laying a layer of soil over each layer of bags including cost of all material, labour, T &P required for proper completion of work. 4 Making barricading with burrying of M S pipe @ 750 mm c/c horizontal distance by means of pressure method in river bed to hold the coffer dam due to5 - 7 metre depth of river including fixing of pipe horizontal & cross to strengthen, placing bamboo mat and polythene sheet protected with PVC tarpoline both side along barricading as per direction of Engineer-in- charge including cost of all material, labour, T & P required for proper completion of work. (weight @ 30 kg per sqm) 30Kg x70 Rs. =3471 5 Digging of slush including lift upto 1.50 mtrs.and load upto 30 mtrs. and also including transportation of excavated slush within the campus by tractor trolly or dumper etc. as per direction of Engineer-in- Charge. 6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 7 Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. 8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 9 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 10 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 11 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 12 Centering and shuttering including strutting, propping etc. and removal of form for 13 Foundations, footings, bases of columns, etc. for massconcrete 14 Suspended floors, roofs, landings, balconies and accessplatform 15 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 16 Lintels, beams, plinth beams, girders, bressumers andcantilevers 17 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 400 mm dia piles 18 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles 19 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more 20 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 21 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 22 Finishing walls withAcrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 23 50 mm thick Chunar sand stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone 24 Supplying & filling of boulder pitching (40-60 Kg) including wire and necessary lead & lift including transportation etc all complete in direction of engineer in charge. 25 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 26 CHAIN LINK FENCING 27 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 28 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 29 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. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 30 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 31 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 32 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 33 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade 34 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 35 Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete Foundations, footings, bases of columns, etc. for mass concrete 36 SURFACE PARKING 37 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 38 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. 39 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 40 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 41 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. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 42 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 43 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturersspecifications. This includes cost of cement slurry, but excluding thecost of nosing of steps etc. complete 44 Providing and fixing in position pre moulded joint filler in expansion joints. 45 Providing and fixing in position bitumen hot sealing compound for expansion joints using grade A sealing comound. 46 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). 47 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 48 INTERLOCKING TILE PATHWAY 49 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 50 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. 51 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 52 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safeworking load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete.(Length of pile for payment shall be measured upto to the bottom of pile cap) :400 mm dia piles 53 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles 54 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. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 55 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 56 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 57 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 ofjoints 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). 58 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 59 Landscape & Horticultre Works 60 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 61 Providing and stacking of Plant (As per Architect approval) height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.( Big Tree) 62 Providing and stacking of Plant (As per Architect approval) height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..( MediumTree) 63 Providing and stacking of Plant (As per Architect approval) height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. ( Small Tree) 64 Providing and stacking of Plant (As per Architect approval) height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.(Seasonal Trees). 65 Providing and stacking of Plant (As per Architect approval), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. (Shrubs) 66 Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 67 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 68 Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 69 Mixing earth and manure in specified proportion or as directed. 70 Rough dressing the trenched ground including breaking the clods. 71 Fine dressing the ground 72 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 73 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 74 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 75 Preparation of mounds of various size and shape by available excavated / supplied earth 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 of Officer-in-charge. 76 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. 77 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm 78 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage 79 SOLAR LIGHT (Details as per TS Estimate) 80 SAND STONE BENCH (Details as per TS Estimate) 81 DUSTBIN(Details as per TS Estimate) 82 WOODEN GAZEEBO (Details as per TS Estimate) 83 WOODEN DECK (06 Nos) 84 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 85 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 86 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but Excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All Work Above Plinth Level 87 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete.(Length of pile for payment shall be measured upto to the bottom ofpile cap) :300 mm dia piles 88 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 89 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete 90 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 91 Providing wood work in frames of / Railing / false ceiling, partitionsetc. sawn and fixed in position with necessary stainless steel screws etc. Sal wood 92 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 93 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 94 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with :Second class teak wood 95 French spirit polishing :Two or more coats on new works including a coat of wood filler 96 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 97 TOILET BLOCK 98 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil 99 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 100 Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. 101 ANTI TERMITE WORK 102 Providing and injectingchemical emulsion for Preconstructional antitermite treatment andcreating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the externalperimer of binding expansion joints,surroundings of pipes and conduit etc. complete(Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such asHepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m.(2) Back fill in immediate contract with foundation7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5Litres per Sq.M. (4) Treatment ofsoil along External Perimerterof Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M 103 P.C.C. WORK 104 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size) 105 R.C.C. WORK 106 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; Concrete of M25 grade with minimum cement content of 330 kg /cum 107 All works upto plinth level 108 All works above plinth level upto floor V level 109 Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete 110 Foundations, footings, bases of columns, etc. for massconcrete 111 Columns, Pillars, Piers, Abutments, Posts and Struts 112 Lintels, beams, plinth beams, girders, bressumers and cantilevers 113 Suspended floors, roofs, landings, balconies and access platform 114 Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc 115 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 116 BRICK WORK 117 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 118 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 119 M-150 brick work in 1:4 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 115mm (4-1/2) thickness. 120 FINISHING WORK 121 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 122 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 123 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. 124 Wall painting with acrylic emulsion paint, having VOC (Volatile OrganicCompound ) content less than 50 grams/ litre, of approved brand andmanufacture, including applying additional coats wherever required, toachieve even shade and colour. Two coats 125 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 126 DOOR & WINDOW WORK 127 Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length ( hold fast lugs ordash fastener shall be paid for separately).Second class teak wood 128 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 129 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 130 Frame anchor HRD-C 10x140 131 Frame anchor HRD-C 10x120 132 Frame anchor HRD-C 10x120 133 Providing and fixing glazed shutters for doors, windows and clerestorywindows using 5 mm thick float glass panes, including ISI marked M.S.pressed butt hinges bright finished of required size with necessaryscrews. Second class teak wood35 mm thick 134 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 135 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 136 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 137 (a) 250 mm x 10mm 138 (a) 200 mm x 10mm 139 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 140 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 141 French spirit polishing :Two or more coats on new works including a coat of wood filler 142 FLOORING WORK 143 Providing and fixing 1st quality ceramic glazed floor tiles conforming toIS : 15622 (thickness to be specified by the manufacturer ) of approvedmake in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge in skirting, risers of steps anddados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarsesand) and jointing with grey cement slurry @ 3.3kg per sqm includingpointing in white cement mixed with pigment of matching shadecomplete. 144 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. 145 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 cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 146 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 147 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm 148 Providing and laying Vitrified tiles in floor in different sizes (thickness tobe specified by the manufacturer) with water absorption less than 0.08%and conforming to IS:15622, of approved brand & manufacturer, in allcolours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement:4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm includinggrouting the joints with white cement and matching pigments etc. Thetiles must be cut with the zero chipping diamond cutter only . Laying oftiles will be done with the notch trowel, plier, wedge, clips of requiredthickness, leveling system and rubber mallet for placing the tiles gentlyand easily Glazed vitrified floor tiles polished finish of size Size of Tile 600 x 600 mm 149 Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Medium shade pigment using 50% white cement 50% Grey cement 150 40 mm thick rubbed stone flooring over 20 mm (average) thick base ofcement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick,side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixedwith pigment to match the shade of stone and pointing with same mortar. Red sand stone 151 MISSLENIOUS WORK 152 Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 metre height, backing filled with a grout of average 12 mm thickcement mortar 1:3 (1 cement : 3 coarse sand) including pointing inwhite 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) : Red sand stone - exposed face fine dressed with roughbacking. 30 mm thick 153 Providing and fixing stainless steel cramps of required size and shapefor anchoring stone wall lining to the backing or securing adjacent stonesin stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand),including making the necessary chases in stone and holes in wallswherever required. 154 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securingadjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2coarse sand), including making the necessary chases. 155 Providing and laying integral cement based water proofing treatmentincluding 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 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. 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 Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 156 Providing and applying integral crystalline slurry of hydrophilic innature for waterproofing treatment to the RCC structures like retainingwalls of the basement, water tanks, roof slabs, podiums, reservior,sewage & water treatment plant, tunnels / subway and bridge decketc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystallineslurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integralcrystalline slurry : 1 part water) for horizontal surfaces and applyingthe same from negative (internal) side with the help of synthetic fiberbrush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than90% compared with control concrete as per DIN 1048 and resistantto 16 bar hydrostatic pressure on negative side. The crystalline slurryshall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification andthe direction of the engineer-in-charge. The product performance shallcarry guarantee for 10 years against any leakage.22.23.1 For vertical surface two coats @ 0.70 kg per sqm 157 Providing and applying fibre reinforced elastomeric liquid waterproofing membrane with resilient acrylic polymers having SunReflectivity Index (SRI) of 105 on top of concrete roof in three coats@10.76 litre/ 10 sqm. One coat of self-priming of elastomericwaterproofing liquid (dilution with water in the ratio of 3:1) and twocoats of undiluted elastomeric waterproofing liquid (dry film thicknessof complete application/system not less than 500 microns). Theoperation shall be carried out after scrapping and properly cleaningthe surface to remove loose particles with wire brushes, complete inall respect as per the direction of Engineer-in-Charge. 158 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk andmoulded including providing and fixing with 4 Nos gun metal cramp25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as perdesign. 159 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 160 Applying two or more coat of Ethyl Silicate chemical as approved byArchaeological Survey of India/ Engineer-in-charge, of approved brandand manufacturer, with brush or spray on the existing stone masonrysurface till there is no further absorption of chemical by stone surface,including protecting the applied surface from direct sunlight by suitablemeans during application, all complete as per direction of theEngineer-in-Charge (The rate is inclusive of all materials & laboursinvolved except scaffolding). 161 Internal Electrification 162 Point wiring in PVC Conduit 163 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. 164 Group C 165 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 166 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 167 Circuit / Sub main wiring in PVC conduit :- 168 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. 169 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 170 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 171 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 172 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 173 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 174 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 175 20 mm. 176 25 mm. 177 32 mm. 178 S/F light plug point modular type accessories :- 179 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 A modular switch, connections etc. as required 180 S/F power plug point modular type accessories :- 181 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 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 182 S/F modular type electronic fan regulator :- 183 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. 184 S/F modular type blanking plate :- 185 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 186 TELEPHONE, TELEVISION AND DATA NETWORK 187 TELEPHONE WIRING IN EXISTING CONDUIT :- 188 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required 189 2 Pair 190 S/F MODULAR BOXES, BASE & COVER PLATE :- 191 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 192 1 or 2 Module (75 mm x 75 mm) 193 S/F MODULAR TYPE SWITCH / SOCKET :- 194 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required 195 Telephone Socket outlet 196 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 197 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) 198 4 way (4 + 12), Double door, horizontal type 199 6 way (4 + 18), Double door, horizontal type 200 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 201 single pole 202 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 203 40 amps. 204 63 amps. 205 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 206 Supplying and fixing 20 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, 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. 207 G.I.EARTHING 208 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 of 2.7 metre long etc. with charcoal/ coke and salt as required. 209 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) 210 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 211 ERECTIONOFLIGHTINGFIXTURESANDFANS 212 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 213 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 214 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 215 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 216 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 217 Supply and 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. CAT- AAA 218 TOTAL ( SCHEDULEDITEMS - CPWD - 2018) 219 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 220 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required. 221 1 nos. RJ 45 Data Outlet 222 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, temperaturerise=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. 223 1200 mm sweep 224 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete 225 300 mm sweep 900 rpm 226 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers. 227 8 Way TPN 228 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 229 100 Amp FP MCCB(16 KA) 230 Supplying, fixing, connecting, testing and commissioning of followingrating, ISI marked (IS 8828) 240 / 415 volts, 10 KA, Miniature Circuit Breaker (MCB)of single / double / three / four poles in the existing MCB DB or in existing MS enclosure complete in all respects. 231 25 Amp. TP MCB 232 40 Amp.TP MCB 233 63 Amp. TP MCB 234 internal Plumbingworks 235 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. water closet of size 780x370x690 mm 236 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 237 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 238 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 239 32 mm dia (for wash basin) 240 40 mm dia(for sink and urinal) 241 Providing & fixing stainless steel AISI 304 (18/8) kitchen sink with drain board as per IS :13983 with C.I. bracketsandstainless steel plug 40 mm including painting of fittings and brackets cutting and making good the walls wherever required. 242 510x1040 mm bowl depth 200 mm 243 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 244 Providing & fixing viterous china toilet paper holder. 245 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal 246 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade 247 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 248 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 249 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 250 Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole 251 Providing & fixing soil, waste and vent pipes. 252 a) 100mm dia centrifugally cast iron S & S pipe. 253 b)75mm dia centrifugally cast iron S & S pipe. 254 Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 255 100 mm 256 75 mm 257 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 258 a) for 100mm dia pipe. 259 b) for 75mm dia pipe. 260 Providing & fixingcast iron coller. 261 a) 100mm dia. 262 b)75mm dia. 263 Providing & fixing upvc SWR bend confirming to IS -14735 264 110mm dia 265 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 266 a) 100mm 267 b) 75mm 268 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 269 100x100x100mm 270 75x75x75mm 271 Providing and fixingcast iron terminal guard. 272 100 mm 273 75 mm 274 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. 275 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 276 Internal work-Exposed on wall 277 15mm dia nominal bore 278 20mm dia nominal bore 279 25mm dia nominal bore 280 32mm dia nominal bore 281 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 282 15mm dia nominal bore 283 20mm dia nominal bore 284 25mm dia nominal bore 285 32mm dia nominal bore 286 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. 287 (internal work) 288 Exposed on wall 289 a) 15mm dia nominal outer dia pipes 290 a) 20mm dia nominal outer dia pipes 291 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 292 25 mm nominal bore 293 32 mm nominal bore 294 Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 295 25 mm nominal bore 296 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 297 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 298 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 299 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 300 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 301 750 litres capacity 302 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, 303 in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 304 a) Pipes 80mm to 300mm diameter. 305 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 306 150mm diameter 307 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 308 150mm diameter 309 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design 310 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 311 With FPS bricks of class designation 75 312 (i) For Sewer Line 313 Extra for depth of man hole size 90x80 cm 314 Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 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 315 180 x 150 mm. size P type 316 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 317 TOTAL 318 Providing & fixing of B 4330, 5 Knuckle, 2 Ball bearing butt hinges size 4 x 3 x 3mm, in SS 304 and in SSS finish. Suitable for door weights upto 120kgs. Template Drilled. 319 Providing &fixing ofGrab Bar of Length 610mm, 25mm Diameter in Satin stainless Steel Finish. 320 Providing &fixing of Disable sign plate 3040-D for WC application with fixing screws size 125 x 125mm, rounded corners in SS 304 satin stainless steel finish. Marking in black. 321 Providing &fixing offloor stop half dome with 45mm dia with fixing accessories, in satin Chrome. 322 Septic Tank 323 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. 324 All kinds of soil 325 All kinds of soil 326 All kinds of soil 327 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregae 40mm nominal size) 328 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 329 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) including centering and shuttering and reinforcement. 330 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 331 12mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) 332 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 333 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 334 Providing & fixing 75mm dia vent pipes. 335 Providing & fixing of 75mm dia cast iron terminal guard. 336 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 337 M.D. -10- Circular shape 500mm internal diameter 338 M.D. -2.5- Circular shape 450mm internal diameter 339 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). 340 Making soak pit 3.mtr Dia and 3 mtr Depth 341 Boring 342 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, upto 90 metre depth below ground level. 343 300 mm dia 344 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 345 100 mm nominal size dia 346 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 & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 347 100 mm nominal size dia 348 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. 349 (0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM 350 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) 351 with required capacity air compressor, running the compressor 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 compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 352 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 :100 mm dia 353 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. 100 mm clamp. 354 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 355 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 356 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 357 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 358 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 359 Supply of 100mm dia Johnson screen. 360 GST Extra As per Applicable
