Construction of different works of new station colony PWSS under the programme SOPD-G for the year 2023-24

Amount

JJM(RFP.30)69. Supplying, fabrication, Installation, Testing and commissioning of M.S Floating barge of following sizes which includes frame work in super structure by cutting angles in reqd. Size, Supply of IS grade 2026 mild steel plate, Supplying fitting and fixing of MS pipe/angle of side railing in deck and super structure of barge, Providing corrugated galvanised iron sheet roofing of TATA SHAKTI / SAIL including fitting and fixing, Providing galvanised iron ridging of TATA SHAKTI / SAIL including supplying and fixing necessary galvanised screws/washers, Applying primary coat over new steel and other foreign metal surface, Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand, Providing davits on the deck of barge & Providing capstan of 50 T pulling capacity fitting including anchoring arrangement as directed by the engineer-in-charge. 70. 6m x 4m

6.5.(PHE) WATER SUCTION & DISCHARGE HOSE, HEAVY DUTY ROUGH BORE/SMOOTH BORE CONFORMING TO IS 3549/1983 6.5.3 W/P 15 Kgf/sq.cm g) 150mm (6")

6.5 WATER SUCTION & DISCHARGE HOSE,HEAVY DUTY ROUGH BORE/ SMOOTHBORE CONFORMING TO IS 3549/19836.5.1 W/P 15 Kgf/sq.cm 6.5.3 W/P 15 Kgf/sq.cm e) 100mm (6")

6.8.11 (PHE) Steel wire rope a) 16mm dia

6.8.12 Steel Wire Rope Grip Clip

NS Supply and laying of "KEI" brand Power/Control Copper Cable, Solid Copper conductor, XPLE insulated, cores laid up, PVC tape inner sheathed, Unarmoured/Armoured (Galvanised wire for cables upto 14 x 1.5 sqmm, 2 x 16 sqmm, 3 x 10 sqmm, 4 x 10 sqmm balance all galvanised steel strip) excluding PVC Type ST2 Sheathed, 650/1100 V grade as per IS 7098 (Part-I) 1988 (Price list enclosed) 3.5 crore 2XFY 120.00 sqmm

16.79 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-charge

16.80 Construction of Sub-grade and earthen shoulders with approved Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement 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 vibratory roller, finishing and curing etc. complete as per directions of Engineer-in-charge a) Using Grading I material

2.8 Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms , lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. 2.8.1 All kinds of soil

4.20A Providing and laying in position ready mixed or site batched design mixed cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregates and fine aggregate within the permissible utilization, Portland Pozzolana/ Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS :9103 to accelarate / 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 and finishing as per direction of the engineer-in-charge ; for the following grades of concrete. 4.20 A.1 All works upto plinth level 4.20 A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum

7.1 Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1: 6: 12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1: 6 (1 cement: 6 coarse sand)

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil

16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation

4.20 A Providing and laying in position ready mixed or site batched design mixed cement concrete for plain cement concrete work ; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregates and fine aggregate within the permissible utilization, Portland Pozzolana/ Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS :9103 to accelarate / 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 and finishing as per direction of the engineer- in -charge ; for the following grades of concrete. 4.20 A.1 All works upto plinth level 4.20 A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum

5.22 Steel reinforcements for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.A.4 Hot rolled deformed bars (8 mm, 10 mm, 12 mm, 16 mm, 20 mm) Total Qty

5.22 Steel reinforcements for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.A.1 Mild steel and Medium Tensile steel bars for stirrups bars

5.9Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9..1 Foundations, footings, bases of columns etc for mass concrete

5.9Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9.6 Column, Pillars, Piers, Abutments, Post and Struts for Railing post

5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers (Top beam)

5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9.7 Stairs (excluding landings) except spiral-staircases srair case

5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick,Total quantity for suspended floor and Stair slab

5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards Vertical wall

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) Total Qty.

5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, filets, columns, pillars, piers, abutments, posts and struts etc above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources)

5.3 Reinforced cement concrete work in beams, suspended floors, roof having slope upto 15° landings, balconies, shelves, chajjas, lintels, bends, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5: 3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) Total quantity for Column, Top beam, Top slab, Railing post and Stair case

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat, with approved steel primer all complete. 9.48.2 Fixed to openings/ wooden frames with rawl plugs, screws etc.

13.1 12 mm cement plaster of mix: 13.1.1 1:4 (1 cement: 4 fine sand)

13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface 13.43.1 Water thinnable cement primer Quantity same as above=13.26

13.46 Finishing walls with acrylic smooth exterior paint of required shade 13.46.1 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)

4.17 Making plinth protection 50 mm thick of cement concrete 1: 3: 6 (1 cement: 3 coarse sand (Zone-III) derived from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing and finishing the top smooth.

2.8 Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms , lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. 2.8.1 All kinds of soil

16.12 Dry brick pitching half brick in drains including supply of bricks and preparing the surface complete 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.20A Providing and laying in position ready mixed or site batched design mixed cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregates and fine aggregate within the permissible utilization, Portland Pozzolana/ Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS :9103 to accelarate / 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 and finishing as per direction of the engineer-in-charge ; for the following grades of concrete. 4.20 A.1 All works upto plinth level 4.20 A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum

6.1 Brick work with common burnt clay F.P.S. (non modular bricks) of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1: 4 (1 cement: 4 coarse sand) Wall

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix: 13.2.1 1: 4 (1 cement: 4 fine sand)

NS Providing, supplying, fitting, fixing, testing & commissioning of 15 HP three Phase Centrifugal monoblock pump set (Crompton Greaves/ Aquatic/ CRI/V Guard make) 2900 rpm A class insulation with Star delta Starter (Crompton Greaves/ Control & Switch Gear/ BCH/ L& T/ Siemens make) Fully Automatic citation including carriage of pump, Motor & other accessories to the site as directed by the Department.

NS Construction of CC works i.e. Foundation of the Pump set with base plate complete as directed.

NS Electric Control panel board made of MS Sheet duly painted with Anti-corrossive paints complete fitted with all electrical accessories i.e Off-On switch, Voltmeter, Ameter, Indicator light etc.

NS Providing, supplying, fitting, fixing, testing & commissioning of 5 HP three Phase Centrifugal monoblock pump set (Crompton Greaves/ Aquatic/ CRI/V Guard make) 2900 rpm A class insulation with Star delta Starter (Crompton Greaves/ Control & Switch Gear/ BCH/ L& T/ Siemens make) Fully Automatic citation including carriage of pump, Motor & other accessories to the site as directed by the Department.

NS . Construction of CC works i.e. Foundation of the Pump set with base plate complete as directed.

NS. Electric Control panel board made of MS Sheet duly painted with Anti-corrossive paints complete fitted with all electrical accessories i.e Off-On switch, Voltmeter, Ameter, Indicator light etc.

NS Supplying, carrying, laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, ( supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting and threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work and refilling, etc. respectively as well as directed by the department. 80 mm dia

9.6.4 Labour charge for carrying, providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed. h) 80 mm dia

2.8 Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms , lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. 2.8.1 All kinds of soil

4.20A Providing and laying in position ready mixed or site batched design mixed cement concrete for plain cement concrete work ; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregates and fine aggregate within the permissible utilization, Portland Pozzolana/ Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS :9103 to accelarate / 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 and finishing as per direction of the engineer-in-charge ; for the following grades of concrete. 4.20 A.1 All works upto plinth level 4.20 A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum

6.1 Brick work with common burnt clay F.P.S. (non modular bricks) of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1: 4 (1 cement: 4 coarse sand)

2.37 Supply and stacking of fly ash confirming to IRC-58 at site, including carriage, loading, unloading and stacking upto any lead (measured stacks) will be reduced by 20% for payment.

2.36 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.

5.22 Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22A.4 Hot rolled deformed bars

5.22 Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.A1 Mild steel and Medium Tensile steel bars

5.9 Centering and shuttering including struting, propping etc and removal of formwork for 5.9.1 Foundations, footings, bases of columns, etc for mass concrete PCC

5.9 Centering and shuttering including struting, propping etc and removal of formwork for 5.9.6 Columns, pillars, piers, abutments, posts & struts

5.9 Centering and shuttering including struting, propping etc and removal of formwork for 5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick

4.3.2 Retaining walls, return walls, walls (any thickness) including attached pillasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

5.1 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 : 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.2 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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.2.2A 1:1.5:3 (1 cement: 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix: 13.2.1 1: 4 (1 cement: 4 fine sand)

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1 Water thinnable cement primer

13.46 Finishing walls with Acrylic smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including primimg coat of exterior primer applied @ 2.20 kg/10 sqm)

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings/Wooden frames with raw plugs, screws etc

13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete 13.52.1 On steel work

Cost of Labour

Cost o f Materials

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil

16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation

4.20 A Providing and laying in position ready mixed or site batched design mixed cement concrete for plain cement concrete work ; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregates and fine aggregate within the permissible utilization, Portland Pozzolana/ Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS :9103 to accelarate / 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 and finishing as per direction of the engineer- in -charge ; for the following grades of concrete. 4.20 A.1 All works upto plinth level 4.20 A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum

5.22 Steel reinforcements for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.4 Hot rolled deformed bars

5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars for stirrups

5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9.1 Foundations, footings, bases of columns etc for mass concrete

5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9.6 Column, Pillars, Piers, Abutments, Post and Struts for Railing post

5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers (Top beam)

5.9.7 Stairs (excluding landings) except spiral-staircases srair case

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick,Total quantity for suspended floor and Stair slab

5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards Vertical wall

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) Total Qty.

5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, filets, columns, pillars, piers, abutments, posts and struts etc above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources)

5.3 Reinforced cement concrete work in beams, suspended floors, roof having slope upto 15° landings, balconies, shelves, chajjas, lintels, bends, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5: 3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) Total quantity for Column, Top beam, Top slab, Railing post and Stair case

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat, with approved steel primer all complete. 9.48.2 Fixed to openings/ wooden frames with rawl plugs, screws etc.

13.1 12 mm cement plaster of mix: 13.1.1 1:4 (1 cement: 4 fine sand)

13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. Total quantities

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface 13.43.1 Water thinnable cement primer Quantity same as above=13.26 Total

13.46 Finishing walls with acrylic smooth exterior paint of required shade 13.46.1 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)

4.17 Making plinth protection 50 mm thick of cement concrete 1: 3: 6 (1 cement: 3 coarse sand (Zone-III) derived from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing and finishing the top smooth. Total quantity

2.8 Earth work in excavation by mechanical means (hydraulic excavator)/manual manuals means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms , lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. 2.8.1 All kinds of soil

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete 16.12.1 with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.20 A Providing and laying in position Ready mixed or Site batched design mixed cement concrete for plain cement concrete work ; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coase aggregate and fine aggregate within the permissible utilization , Portland Pozzolana / ordinary Portland / portland slag cement, admixture in recommended proportions as per IS : 9103 to accelarate / retard setting of concrete to improve durability and workability without imparing strength ; including pumping of concrete to site of laying , curing , carriage for all leads; but excluding the cost of centering shuttering and finishing as per direction of the Engineer in Charge ; for the following grades of concrete 4.20 A.1 all works upto plinth level 4.20. A.1.1 Concrete of M 10 grade with minimum cement content of 220 Kg/ Cum

5.22 Steel reinforcements for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.4 Hot rolled deformed bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns etc for mass concrete Base slab

5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards Top slab,

5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick

5.1 Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finishing and reinforcement - all work upto plinth level 5.1.2 1:1.5:3 (1 cement:1.5 bCoarse Sand (Zone -III) derived from natural sources : 3 graded stone aggregate 20 mm Nominal size derived from natural sources ( For Bottom slab) total qty.

5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pillasters , buttresses, plinth and string courses , fillets, columns, pillars, piers, abutments, post and struts etc. above plinth level upto floor five level , excluding cost of centering , shuttering , finishing and reinforcement 1:1.5:3 (1 cement:1.5 bCoarse Sand (Zone -III) derived from natural sources : 3 graded stone aggregate 20 mm Nominal size derived from natural sources (for wall)

13.2 15 mm thick cement plaster on the rough side of single or half brick wall of mixed 13.2.1 1:4 ( 1 cement : 4 fine sand)

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface 13.43.1 Water thinnable cement primer

13.46 Finishing walls with acrylic smooth exterior paint of required shade 13.46.1 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)

2.8 Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms , lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. 2.8.1 All kinds of soil

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete 16.12.1 with common burnt clay F.P.S. (non modular bricks) of class designation 7.5

4.20A Providing and laying in position ready mixed or site batched design mixed cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregates and fine aggregate within the permissible utilization, Portland Pozzolana/ Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS :9103 to accelarate / 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20 A.1 All works upto plinth level 4.20 A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum

5.22 Steel reinforcements for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22A.4 Hot rolled deformed bars (10 mm , 12 mm dia)

5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9.1 Foundations, footings, bases of columns etc for mass concrete

5.9.6 Column, Pillars, Piers, Abutments, Post and Struts

5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level: 5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources)

5.3 Reinforced cement concrete work in beams, suspended floors, roof having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5: 3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources)

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix: 13.2.1 1: 4 (1 cement: 4 fine sand)

4.3 (PHE) Providing, fitting and fixing of 200 mm dia D.I. pipe (D.I. pipe (Class K-7)) with all specials and labour complete c) 200 mm dia

JJM Construction of 16 M MS staging ESR with Zincalume/galvalume tanks (Conforming to IS: 15961, 2629, 2633, 6745, 4759, 512, 9845) with reinforced inner 5 layered PE liner with metallocene or equivalent non carcinogenic contact layer and certified to Storage of drinking water with Galvanised nut & bolt made of high tensile 8.8 grade with minimum 12 mm size installed over it including & providing, fitting, fixing the base sheets as per the design and testing for leakage, inserting inlet, outlet, overflow, vent, wash pipe, aviation, light, lightening arrestor etc all complete as per direction of the engineer-in-charge 230 60000 liters 12 ton/sq.m

2.8 Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. 2.8.1 All kinds of soil

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete 16.12.1 with common burnt clay F.P.S. (non modular bricks) of class designation 7.5

4.20A Providing and laying in position ready mixed or site batched design mixed cement concrete for plain cement concrete work ; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregates and fine aggregate within the permissible utilization, Portland Pozzolana/ Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS :9103 to accelarate / 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 and finishing as per direction of the engineer-in-charge ; for the following grades of concrete. 4.20 A.1 All works upto plinth level 4.20 A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum (for Post, Pit (WC) , step)

5.22 Steel reinforcements for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.4 Hot rolled deformed bars

5.22 Steel reinforcements for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild Steel and Medium Tensile steel bars

5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for 5.9.1 Foundations, footings, bases of columns etc for mass concrete Post

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9.6 Column, Pillars, Piers, Abutments, Post and Struts

5.9.19 Weather shade, Chajjas, corbels etc., including edges Chajjah

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work upto plinth level 4.1.3A 1: 2: 4 (1 Cement: 2 Course sand (Zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 4 Graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%)

4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pillasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed locks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level excluding the cost of centering, shuttering and finishing. 4.2.3 1: 2: 4 (1 Cement: 2 Course sand (Zone-III) including manufactured sand derived from natural sources: 4 Graded stone aggregate 20 mm nominal size derived from natural sources)

6.1 Brick work with common burnt clay F.P.S. (non modular bricks) of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1: 4 (1 cement: 4 coarse sand)

4.10 Providing and laying damp proof course 40 mm thick

6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular bricks) of class designation 7.5 in cement mortar 1: 3 (1 cement: 3 coarse sand) in superstructure above plinth level and upto floor five level.

9.1 Providing wood work in frames of doors, windows, clerestory, windows and other frames, wrought framed and fixed in position with hold fast lugs or dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately) 9.1.2 Sal wood

9.5 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 completely as per direction of Engineer-in-charge. (Note:- Butt hingess and necessary screws shall be paid separately) 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters (for door)

9.5.2 Kiln seasoned and chemically treated hollock wood 9.5.2.1 35 mm thick shutters for window and ventilators

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix: 13.2.1 1: 4 (1 cement: 4 fine sand) for Outside Wall, Chajjah, Dorr, window, ventilator,

13.5 15 mm cement plaster on the rough side of single or half brick wall of mix: 13.5.1 1: 4 (1 cement: 4 fine sand)

2.37 Supply and stacking of fly ash confirming to IRC-58 at site, including carriage, loading, unloading and stacking upto any lead (measured stacks) will be reduced by 20% for payment.

11.3 Cement concrete flooring 1: 2: 4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc., complete 11.3.1 40 mm thick with 20 mm nominal size stone aggregate

11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18mm thick

10.2 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. for Rafter, King post, MS Plate, Clamp or barge board, Clamp for ceiling

12.1 Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts, and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surfaces) excluding the cost of purlins, rafters, and trusses and including cutting to size and shape wherever required. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/sqm

12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts, and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/sqm

9.3 Providing wood work in frames of false ceiling,partitions etc sawn and fixed in position with necessary stainless steel screws etc. and other frames, wrought frame and fixed in position with hold fast lugs or withdash fasteners of required dia & length(hold fast lugs or dash fastener shall be paid for separately 9.3.1 Sal wood

12.26 Providing and fixing plain multipurpose cement board (High pressure steam cured) with suitable screws for cement particle board in ceiling etc., complete (frame work to be paid separately). 12.26.1 6 mm thick cement fiber board as per IS: 14862 ( For Ceiling)

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat, with approved steel primer all complete. 9.48.2 Fixed to openings/ wooden frames with raw plugs, screws etc.

4.17 Making plinth protection 50 mm thick of cement concrete 1: 3: 6 (1 cement: 3 coarse sand (Zone-III) derived from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing and finishing the top smooth.

12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts, and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc., complete. 12.13.5 Barge boards

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface 13.43.1 Water thinnable cement primer for outside wall, chajjah, inside wall, excluding door, windows , ventilator etc.

13.46 Finishing walls with acrylic smooth exterior paint of required shade 13.46.1 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) Quantity same as above item= 13.43

13.50 Applying priming coat: 13.50.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) (for door, window, ventilators, barge boards, verandah, store room, Bed room, kitchen, WC etc)

13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete 13.52.1 On steel work

21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc., with EPDM rubber/ neoprene gasket etc., complete as per the architectural drawings and the directions of Engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) 21.3.1 With float glass panes of 4.0 mm thickness (Weight not less than 10 kg/sqm) (for Windows , vetlialator etc.)

26.38 Shotcreting R.C.C columns, beams and slabs etc., in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proprotion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer-in-charge. 26.38.3 75mm thick in Grade M25 with cement content not less than 330 kg per cum Pit (WC)

14.8 Providing and fixing white vitreous china water closet squatting pan (Indian type) alongwith 'S" or "P" trap including dismantling of old WC seat and "S" or "P" trape at site complete with all operations including all necessary materials, labour & disposal of dismantled material i/c malba, all complete as per the direction of Engineer -in - charge. 14.80.2 Orissa pattern W.C. Pan of size 580 x 440 mm .

8634 Poly propylene - random - Co- Polymer (PPR) pipes PN- 10(SDR11) 110 mm Outer Dia

3634 S.C.I- S& S heel rest sanitary bed 100 mm dia

3898 Equal Tee for 22 mm outer dia SS pipe of grade 316 L as per IS 6911..2017 and conforming to EN - 10312 standard

2898 HDPE pipe coupler 120 mm dia

3733 MS perforated Hot Dipped galvanized cable tray bend 100 x 50 x1.6 mm

NS Construction of cement concrete junction chamber

9.96 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 require colour or shade , with nuts and screws etc. complete: 9.96.1 300 x 16 mm

9.97 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 require colour or shade , with nuts and screws etc. complete: 9.97.4 150 x 10 mm ( for Door , windows) Total qty.

9.100. Providing and fixing aluminium handles, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to require colour or shade , with nuts and screws etc. complete: 9.100.1 125 mm ( for Door , windows) Total qty.

NS : Supplying, carrying, laying & fixing, testing & commissioning of different size of G.I. fittings specials with jointing materials, ( supplies by the contractor)all complete as directed including trenching or expose as per site condition including cutting and threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work and refilling, etc. respectively as well as directed by the department. 65 mm dia (UGR to ESR)

NS : Supplying, carrying, laying & fixing, testing & commissioning of different size of G.I. fittings specials with jointing materials, ( supplies by the contractor)all complete as directed including trenching or expose as per site condition including cutting and threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work and refilling, etc. respectively as well as directed by the department. 100 mm dia (UGR to ESR)

6.3.15 CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING a)80 mm 9.6.1 Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cape) C.I. reflux valve complete with supplying bolts and nuts and 3 mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flanged joints) a) 80 mm dia

6.3.15 CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING b)100 mm 9.6.1 Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cape) C.I. reflux valve complete with supplying bolts and nuts and 3 mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flanged joints) B) 100 mm dia

18.34 (DSR) Constructing masonary chamber 90x90x100 cm inside, in brick work in cement mortar 1: 4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1: 2: 4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1: 5: 10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1: 3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: 18.34.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

JJM-36 (RFP). Providing , Laying, Jointing & field testing os ISI marked HDPE Pipes (High Density Polyethylene Pipes-PE 100) confirming to IS 4984/2016 ( with up to date amendment) with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/heater to the required temperature and the pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/Butt fusion machine.(50 mm & above fusion jointed & below 50 mm mechanical jointed). The HDPE fittings should be ISI marked. 36 d) 110 mm dia PN 10

JJM-33 Providing , Laying, Jointing & field testing os ISI marked HDPE Pipes (High Density Polyethylene Pipes-PE 100) confirming to IS 4984/2016 ( with up to date amendment) with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/heater to the required temperature and the pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/Butt fusion machine.(50 mm & above fusion jointed & below 50 mm mechanical jointed). The HDPE fittings should be ISI marked. 37 d) 90 mm dia PN 10

JJM-33 Providing , Laying, Jointing & field testing os ISI marked HDPE Pipes (High Density Polyethylene Pipes-PE 100) confirming to IS 4984/2016 ( with up to date amendment) with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/heater to the required temperature and the pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/Butt fusion machine.(50 mm & above fusion jointed & below 50 mm mechanical jointed). The HDPE fittings should be ISI marked. 38 d) 75 mm dia PN 10

JJM-33 Providing , Laying, Jointing & field testing os ISI marked HDPE Pipes (High Density Polyethylene Pipes-PE 100) confirming to IS 4984/2016 ( with up to date amendment) with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/heater to the required temperature and the pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/Butt fusion machine.(50 mm & above fusion jointed & below 50 mm mechanical jointed). The HDPE fittings should be ISI marked. 39 d) 63 mm dia PN 10

NS : Supplying, carrying, laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, ( supplies by the contractor)all complete as directed including trenching or expose as per site condition including cutting and threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work and refilling, etc. respectively as well as directed by the department. a) 100 mm dia

NS : Supplying, carrying, laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, ( supplies by the contractor)all complete as directed including trenching or expose as per site condition including cutting and threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work and refilling, etc. respectively as well as directed by the department. b) 80 mm dia

NS : Supplying, carrying, laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, ( supplies by the contractor)all complete as directed including trenching or expose as per site condition including cutting and threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work and refilling, etc. respectively as well as directed by the department. c) 65 mm dia

NS : Supplying, carrying, laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, ( supplies by the contractor)all complete as directed including trenching or expose as per site condition including cutting and threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work and refilling, etc. respectively as well as directed by the department. c) 50 mm dia

9.6.1 Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cape) C.I. reflux valve complete with supplying bolts and nuts and 3 mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flanged joints) a) 100 mm dia

9.6.1 Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cape) C.I. reflux valve complete with supplying bolts and nuts and 3 mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flanged joints) a) 80 mm dia

9.6.4 Labour charge for carrying, providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed. a) 50 mm dia

9.6.4 Labour charge for carrying, providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed. b) 65 mm dia

9.6.6 Labour charge for carrying, fitting-fixing C.I. double acting air valve complete with nuts & bolts 3 mm thick rubber insertion sheet etc. all complete as directed. a) 25 mm dia

18.34 (DSR) Constructing masonary chamber 90x90x100 cm inside, in brick work in cement mortar 1: 4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1: 2: 4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1: 5: 10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1: 3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: 18.34.1 With common burnt clay F.P.S. (non modular bricks) of class designation 7.5

APHE 6.3.15 Cost CI sluice valve and G.M full way valve CI D/F Sluice valve with cap/wheel (Best quality) a) 100 mm dia

APHE 6.3.15 Cost CI sluice valve and G.M full way valve CI D/F Sluice valve with cap/wheel (Best quality) a) 80 mm dia

6.3.1 Bronze/Gunmetal Full Way Valve (Zoloto or Equivalent) f) 50 mm dia

6.3.1 Bronze/Gunmetal Full Way Valve (Zoloto or Equivalent) f) 65 mm dia

6.3.12 C.I. single Air Release as per IS: 14845/2000 b) 25 mm

15.58 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 km, stacking servicable and unservisible material separately including cutting reinforcement bars.

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete 16.12.1 with common burnt clay F.P.S. (non modular bricks) of class designation 7.5

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work upto plinth level 4.1.3A 1:2:4 (1 cement: 2 coarse sand (Zone-III) including manufactured sand derived from Recycle Concrete Aggregate (RCA) up to 25%: 4 graded stone aggregate 20 mm nominal size Recycle Concrete Aggregate (RCA) up to 25%)

N.S. Provisional Estimate for Power connection from ASEB pole to Box system Panel Board including all accessories such as cable, starter, D.B. Box, cable etc. all complete as directed by the ASEB personal at New Station Colony PWSS For intake point (Barge

N.S. Provisional Estimate for Power connection from ASEB pole to Box system Panel Board including all accessories such as cable, starter, D.B. Box, cable etc. all complete as directed by the ASEB personal at New Station Colony PWSS For TP, UGR & ESR site

2.38 Filling with available flyash and earth (excluding Rock) in trenches or embankment in layers (each layer should not exceed 15 cm ), with intermediate layer of compacted earth (soil density of 98%) after every four layers of compacted depth of flyash, sides and top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in -Charge , including compacting earth layer by rolling / ramming and watering, all complete as per drawing and direction of Engineer - in -charge

20.1 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of the pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to bottom to the bottom of pile cap): 20.1.1 400 mm dia piles

20.2 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, 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 temporary casing of appropriate length for setting out and removal of same and length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic piling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured upto bottom of pile cap) 20.2.1 450 mm dia piles

20.2A Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, 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 temporary casing of appropriate length for setting out and removal of same and length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic piling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured upto bottom of pile cap) 20.2A.1 600 mm dia piles

20.3 Boring with hydraulic piling rigs with power units, providing and installed 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 20.3 measured upto the bottom of pile cap) : 20.3.1 300 mm dia piles

20.4 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 payed) 20.4.2 400 mm dia piles each 2433.80

2.8 Earth work in excavation by mechanical means (hydraulic excavator)/manual manuals means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms , lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. 2.8.1 All kinds of soil ( For wall , Gate post etc)

4.20A Providing and laying in position ready mixed or site batched design mixed cement concrete for plain cement concrete work ; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregates and fine aggregate within the permissible utilization, Portland Pozzolana/ Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS :9103 to accelarate / 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 and finishing as per direction of the engineer- in -charge ; for the following grades of concrete. 4.20A.1 All works upto plinth level 4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum (for wall, gate post etc) ,

7.1 Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1: 6: 12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1: 6 (1 cement: 6 coarse sand)

5.22 Steel reinforcements for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.4 Hot rolled deformed bars (for wall post, jali for G/Post, tie beam 10 mm & 12 mm rod etc

5.22 Steel reinforcements for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars (for gate post, wall post, tie beam etc)

5.9 Centering and shuttering including strutting, propping etc. and removal of form work for 5.9.1 Foundations, footings, bases of columns etc for mass concrete (for Gate post, wall post)

5.9 Centering and shuttering including strutting, propping etc. and removal of form work for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Tie beam

5.9 Centering and shuttering including strutting, propping etc. and removal of form work for 5.9.6 Columns, pillars, piers, abutments, posts & struts (for gate post, wall post)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) (for wall post, gate post, beam etc)

5.3 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, filets, columns, pillars, piers, abutments, posts and struts etc above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) (for gate post, wall post etc)

6.1 Brick work with common burnt clay F.P.S. (non modular bricks) of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1: 4 (1 cement: 4 coarse sand)

6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular bricks) of class designation 7.5 in cement mortar 1: 3 (1 cement: 3 coarse sand) in superstructure above plinth level and upto floor five level.

13.2 15 mm thick cement plaster on the rough side of single or half brick wall of mix: 13.2.1 1: 4 (1 cement: 4 fine sand) (for wall , post etc)

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface 13.43.1 Water thinnable cement primer

13.46 Finishing walls with acrylic smooth exterior paint of required shade 13.46.1 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)

26.41 Providing, installing and fixing factory finished custom designated cold form Light Gauge Steel Framed super structure composing of steel wall panel, trusses, purlins etc. manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801-1975. The wind load shall be as per provisions of IS 875 (part-III). LGSFS frame shall be designed as per IS: 801 using comercially available software such as Frame CAD Pro-11.7/STAAD PRO-V8I/ ArchitekV2.5.16/Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie,Tie-rod, H-Brackets, Boxing sections, L-shaped Angles for better structural stability. The framing section shall be cold from C-type having minimum web depth 89mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings, design subject to minimum 12mm diameter and 121mm lenght confirming to AISI 304 and 316 at 500mm c/c

13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete 13.52.1 On steel work

1.1 Wiring of 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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as required. 1.1.1 Group A

1.1 Wiring of 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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as required. 1.1.2. Group B

1.1 Wiring of 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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as required. 1.1.3 Group C

1.2 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as required.

1.3 Wiring of 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 steel 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 as required. 1.55.1 Group A

1.3 Wiring of 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 steel 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 as required. 1.55.2 Group B

1.3 Wiring of 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 steel 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 as required. 1.55.3 Group C

1.54 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 PVC conduit and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as required. 1.54.1 Group A

1.54 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 PVC conduit and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as required. 1.54.2 Group B

1.54 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 PVC conduit and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as required. 1.54.3 Group C

7.1 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, sand cushioning, protective covering and refilling the trench etc as required. 7.1.1 Upto 35 sq.mm

7.1 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, sand cushioning, protective covering and refilling the trench etc as required. 7.1.2 Upto 35 sq.mm

7.1 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, sand cushioning, protective covering and refilling the trench etc as required. 7.1.3 Upto 35 sq.mm

1.6 Wiring for light/power plug with 4x4 sq.mm 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

1.35 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.

1.41 Installation, Testing, Commissioning of pre wired fluorescent fittings of all types, complete with all accessories and tube/lamp etc. directly on ceiling/wall as required connections with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and earthing etc. as required.

19.1 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 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 degrees C (max), insulator resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, earthing etc. complete as required

5.3 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. (but without charcoal/coke and salt) as required

15.4 Supplying, Installation, Testing and Commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars/ Lighting DBs for automatic switch On & OFF of street lights at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 15.4.3 3 output (1 output per phase) and suitable for three phase supply

16.79 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-charge

16.80 Construction of Sub-grade and earthen shoulders with approved Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement 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 vibratory roller, finishing and curing etc. complete as per directions of Engineer-in-charge a) Using Grading I material

16.9 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity

16.52 Providing and fixing precast lime fly ash concrete blocks 1: 2: 3: 6 (1 lime: 2 fly ash: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size), including finishing with 10 mm thick cement mortar 1: 3 (1 cement: 3 coarse sand) in foot paths, including preparation of sub grade with a hand rammer, laying 10 mm thick levelling course of fine sand (jamuna sand) and filling the joints with fine sand.

NS Detailed survey for commissioning including cost of materials , labours of hire charge of Dumpty Level etc.

3.1 Heavy Duty Pipe wrench IS: 4003 Part-II 1986 d) 350 mm long suitable for 50mm pipe

3.1 Heavy Duty Pipe wrench IS: 4003 Part-II 1986 d) 450 mm long suitable for 65mm pipe

3.1 Heavy Duty Pipe wrench IS: 4003 Part-II 1986 d) 6000 mm long suitable for 75mm pipe

3.2 Chain Pipe wrench IS: 4123 1986 a) 900 mm long suitable for 100mm pipe

3.2 Chain Pipe wrench IS: 4123 1986 b) 1000 mm long suitable for 150mm pipe

3.4 MISCELENEOUS TOOLS a) Connector Screw Driver 901 (Taparia)

3.3 MISCELENEOUS TOOLS b) 200 mm Screw Driver 825 (Taparia)

3.3 MISCELENEOUS TOOLSpper conductor single core cable as required. c) 300 mm Screw Driver 829 (Taparia)

3.3 MISCELENEOUS TOOLS d) 400 mm Screw Driver 930 (Taparia)

3.3 MISCELENEOUS TOOLS e) 800 gm Ball Pane Hammer (Taparia)

3.3 MISCELENEOUS TOOLS g) Hacksaw Frame with Blade

2.1 bb) Table

2.1 ay) Chair

N.S. Trial Run of scheme including training and maintenance of staff under New Station Colony PWSS

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete 16.12.1 with common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5 for Pump house / UGR Site and for T.P. Site

4.20 (A) Proving and laying in position readymixed or site batched design mixed cement concrete for plain cement concrete work , using coarse aggregate and fine aggregate derived from natural sources and using recycle concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permessible utilization , Portland Pozzolana / ordinary Portland / Portland Slag Cement, admixture in recommended proportion as per IS :9103 to accelarate / retard setting of concrete to improve durability and workability without imparing strength : including pumping of concrete to site of laying curing, carriage for all leads ; but excluding the cost of centering , shuttering and finishing as per direction of the Engineer -In - Charge, for the following grades of concrete 4.20 (A).1 All works upto plinth level 4.20. (A).1.1 Concrete of M10 grade with minimum cement concrete of 220 kg/cum for Pump house / UGR Site and for T.P. Site

13.1 12 mm cement plaster of mix 13.1.1 1:4 (1 Cement : 4 fine sand) for Pump house / UGR Site and for T.P. Site

26.17 Supplying and laying of drainage composite for use behind walls, between two different fills , along side drains of road, below concrete lining of canals etc. having thermo bonding a draining core - HDPE geonet compromises of two sets of parallel overlaid ribs integrally connected to have a rhomboidal shape with a polyethylene film and a non oven geo taxtile having mass per unit area 130 sqm. gsm and tensile strength of 8.0 KN /m that will be working as separation or protecting layer , geocomposite having in plane flow capacity of 0.7 ltr./ (m.s) at hydraulic gradient of 1.0 and 20 KPa pressure and tensile strenth of 13.5 KN /m , with mass per unit area of 830 gsm , at easily accessible location including top and bottom, with all leads and lifts , manpower and machinery , materials , labour etc. complete and as directed by Engineer -in Charge .

JJM- Making sign board of size 3 m (W) x 12 m (H) with 50 mm MS square pipe supporting post in a frame of 32 mm MS square boundary pipes with 3 nos 25 mm MS square strut pipe welded with a 3 mm thick MS plain sheet (3m x 1.2m) including foundation work, all complete and as directed by the Engineer-in-charge

JJM Construction of low cost sanitary toilet of size 1.2 m x 1.2 m with twin brick lined circular septic pit, drain junction chamber and fitting & fixing of pan & trap etc. along with 40 mm thick red oxide floor with under layer of 30 mm thick cement concrete in prop. 1: 3: 6, providing undressed wood work in roof truss, providing Pre Painted Galvalume Sheet Roofing (PPGL) at all levels including fitting and fixing self drilling, self tapping screws complete (Roof trusses, purlins etc. to be measured and paid separately.). TATA Blue scope/Dyna roof/Wonder roof or equivalent as directed by the Dept.

JJM Construction of Functional Household Tap Connection including earthwork in excavation for pipe line (both for connection in distribution line and service connection) and refilling, dressing etc., providing PVC Saddle Piece of average size 110 mm x 15 mm (i.e. ranging from 63mm to 140mm) and make Supreme or equivalent, making holes in the distribution pipe, providing 15 mm dia bronze ferrule cock (PN-16) conforming to IS: 2692 (1989) as ammended and make Zoloto or equivalent, connecting it to the saddle piece providing and fixing 3 layer (Outer Green/GREY coloured UV Stabilised, middle black coloured UV Stabilised and innermost layer white coloured with antimicrobial property) Fusion welded PP-R (Poly propylene-random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply conforming IS: 15801-2008 of length 10m from saddle piece to the tap point (pipes of make SFMC/FUSION//Wetflow, Kisan brand or other brand of equivalent quality and PN-16 Pipe, 20 mm OD, SDR-7.4) including all plain PP-R fittings and brass threaded PP-R, fitting and clamping, cutting and making good to the damages, including all taxes and duties as applicable and including the cost of all required labour and materials as directed and specified. The item also includes construction and installation of R.C.C. Hydrant Pillar of size 100mm x 100mm, height 1200mm with 6mm dia bar embedded to RCC post in proportion 1: 1.5: 3 with 4 nos 10 mm dia main and 6 mm dia stirrup @ 150 C/c and fixing 15 mm dia PPR pipe to the hydrant, with 6 mm rings embedded in concrete for anchoring inclusive of cost of transportation to site and also supplying, fitting and fixing PVC Bib cock all complete as directed and specified. Approved good for construction drawing will be issued by the deptt.

SAIDUL ISLAM (BID ID -269729)