| 1717146977000 | 0 | None | None | Other Works | Construction of Security room, weigh bridge and Sinking of Borewell in SWM Site Vemagal Kurugal Tp | 2448056.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3210322 | 110493 | None | code01 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m ( P.No. 8/Vol-1/ 1.14.1 ) | Cum | 105.06 | 105.06 | 104.97 | False | None | None | False | None | False | 11028.1482 | 0 | | 3210323 | 110493 | None | code02 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete In ordinary/soft rock without blasting upto 1.5 m depth. In all kinds of soils Depth upto 3 m ( P.No. 8/Vol-1/ 1.15.1 ) | Cum | 373.89 | 373.89 | 79.3128 | False | None | None | False | None | False | 29654.262792 | 0 | | 3210324 | 110493 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( P.No.15/Vol-1/2.1.3 ) | Cum | 6168.67 | 6168.67 | 15.35 | False | None | None | False | None | False | 94689.0845 | 0 | | 3210325 | 110493 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coaSDe sand) (P.No.9/Vol-2/5.4) | Cum | 6580.67 | 6580.67 | 18.1365 | False | None | None | False | None | False | 119350.321455 | 0 | | 3210326 | 110493 | None | code05 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. ( P.No.16/Vol-1/2.3.1) | Cum | 10067.43 | 10067.43 | 1.368 | False | None | None | False | None | False | 13772.24424 | 0 | | 3210327 | 110493 | None | code06 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications ( P.No.17/Vol-1/2.5.1) | Cum | 11224.64 | 11224.64 | 0.856 | False | None | None | False | None | False | 9608.29184 | 0 | | 3210328 | 110493 | None | code07 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications ( P.No.17/Vol-1/2.5.1) | Cum | 10541.75 | 10541.75 | 2.94 | False | None | None | False | None | False | 30992.745 | 0 | | 3210329 | 110493 | None | code08 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications ( P.No.17/Vol-1/2.5.1) | Cum | 10200.3 | 10200.3 | 0.24 | False | None | None | False | None | False | 2448.072 | 0 | | 3210330 | 110493 | None | code09 | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification. ( .P.No.18/Vol-1/2.11) | Tonne | 92140.71 | 92140.71 | 0.4362 | False | None | None | False | None | False | 40191.777702 | 0 | | 3210331 | 110493 | None | code10 | Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto
1.5 m. (P.No.115/Vol-1/1.9)
Filling. | Cum | 273.98 | 273.98 | 12.1932 | False | None | None | False | None | False | 3340.692936 | 0 | | 3210332 | 110493 | None | code11 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ( P.No.17/Vol-2/6.32) | Sqm | 1349.3 | 1349.3 | 56.94 | False | None | None | False | None | False | 76829.142 | 0 | | 3210333 | 110493 | None | code12 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ( P.No.17/Vol-2/6.33) | Sqm | 1267.93 | 1267.93 | 13.65 | False | None | None | False | None | False | 17307.2445 | 0 | | 3210334 | 110493 | None | code13 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ( P.No.42/Vol-2/8.8) | Sqm | 382.13 | 382.13 | 60.36 | False | None | None | False | None | False | 23065.3668 | 0 | | 3210335 | 110493 | None | code14 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in- charge.( /P.No.42/Vol-2/8.7) | Sqm | 376.98 | 376.98 | 92.9 | False | None | None | False | None | False | 35021.442 | 0 | | 3210336 | 110493 | None | code15 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in- charge.( /P.No.41/Vol-2/8.1.2) | Sqm | 248.23 | 248.23 | 14.72 | False | None | None | False | None | False | 3653.9456 | 0 | | 3210337 | 110493 | None | code16 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).( /P.No.63/Vol- 2/9.21.2) Size of Tile 600x600 mm. | Sqm | 1275.14 | 1275.14 | 14.72 | False | None | None | False | None | False | 18770.0608 | 0 | | 3210338 | 110493 | None | code17 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineerin- charge. (CM SR 2021-
22/P.No.44/Vol-2/8.21) | Sqm | 26.78 | 26.78 | 14.72 | False | None | None | False | None | False | 394.2016 | 0 | | 3210339 | 110493 | None | code18 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in- charge.( /P.No.46/Vol-2/8.31) | Sqm | 183.34 | 183.34 | 60.36 | False | None | None | False | None | False | 11066.4024 | 0 | | 3210340 | 110493 | None | code19 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in- charge.( /P.No.46/Vol-2/8.33) | Sqm | 162.74 | 162.74 | 91.335 | False | None | None | False | None | False | 14863.8579 | 0 | | 3210341 | 110493 | None | code20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ( P.No.48/Vol-2/8.40) | Sqm | 118.45 | 118.45 | 5.94 | False | None | None | False | None | False | 703.593 | 0 | | 3210342 | 110493 | None | code21 | 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. Fixed to steel windows by welding ( P.No.85/Vol-
2/11.34A) | Kgs | 173.04 | 173.04 | 115.0 | False | None | None | False | None | False | 19899.6 | 0 | | 3210343 | 110493 | None | code22 | Providing Salwood frames of doors, windows,
clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.( P.No.100/Vol- 2/12.13.1) | Cum | 101779.45 | 101779.45 | 0.14 | False | None | None | False | None | False | 14249.123 | 0 | | 3210344 | 110493 | None | code23 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) .( P.No.100/Vol-2/12.15) | Sqm | 7667.32 | 7667.32 | 2.1 | False | None | None | False | None | False | 16101.372 | 0 | | 3210345 | 110493 | None | code24 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.( /P.No.106/Vol- 2/12.57.4) -do- 35 mm thick both side Teak | Sqm | 4667.96 | 4667.96 | 3.15 | False | None | None | False | None | False | 14704.074 | 0 | | 3210346 | 110493 | None | code25 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (P.No.107/Vol-2/12.62) | Nos | 244.11 | 244.11 | 7.0 | False | None | None | False | None | False | 1708.77 | 0 | | 3210347 | 110493 | None | code26 | Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. ( P.No.107/Vol-
2/12.61) | Nos | 1019.7 | 1019.7 | 3.0 | False | None | None | False | None | False | 3059.1 | 0 | | 3210348 | 110493 | None | code27 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete ( P.No.107/Vol-
2/12.63) | Nos | 133.9 | 133.9 | 7.0 | False | None | None | False | None | False | 937.3 | 0 | | 3210349 | 110493 | None | code28 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (P.No.107/Vol-2/12.58) | Nos | 123.6 | 123.6 | 3.0 | False | None | None | False | None | False | 370.8 | 0 | | 3210350 | 110493 | None | code29 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked black solid plastic seat and lid( P.No.123/Vol- 2/14.2.2) | Each | 4980.05 | 4980.05 | 1.0 | False | None | None | False | None | False | 4980.05 | 0 | | 3210351 | 110493 | None | code30 | Providing and fixing wash basin with C.I. brackets,
15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:( P.No.123/Vol-2/14.7.2)White Vitreous China Wash basin size 630x450 mm with a single 15 mmC.P. brass pillar tap | Each | 2637.83 | 2637.83 | 1.0 | False | None | None | False | None | False | 2637.83 | 0 | | 3210352 | 110493 | None | code31 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.( /P.No.128/Vol-2/14.28.1.1) | Each | 78.28 | 78.28 | 2.0 | False | None | None | False | None | False | 156.56 | 0 | | 3210353 | 110493 | None | code32 | Providing and fixing to wall, ceiling and floor unplasticised PVC 6.00 kgs/sqcm working pressure with pipe fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specifications. - 110mm dia (NORTH ZONE PWD SR 2016-17/P.No 88/12.116.1) | Mtr | 447.02 | 447.02 | 20.0 | False | None | None | False | None | False | 8940.4 | 0 | | 3210354 | 110493 | None | code33 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. ( P.No. 10/Vol-1/ 1.17.1 ) All kinds of soils. Depth upto 1.50 m | Cum | 269.86 | 269.86 | 22.9 | False | None | None | False | None | False | 6179.794 | 0 | | 3210355 | 110493 | None | code34 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc (CM-SR -2021-22 P.No.121, I.No.1.1.4) K010D HDPE Grade PE80-
PN6.0,110mm dia | Mtr | 358.44 | 358.44 | 20.0 | False | None | None | False | None | False | 7168.8 | 0 | | 3210356 | 110493 | None | code35 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge ofwork and latest amendments (CM-SR -2021-22 P.No.121, I.No.1.1.4) P040A 0.50 HP/0.37kW - 5 STG(stage) | Each | 10557.5 | 10557.5 | 1.0 | False | None | None | False | None | False | 10557.5 | 0 | | 3210357 | 110493 | None | code36 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete as per the direction of engineer incharge of work.external work. - 32mm nominal dia pipes ( PWD SR 2021-22 P.No. 8/Vol-2/ 13.33.4 ) | Mtr | 368.74 | 368.74 | 20.0 | False | None | None | False | None | False | 7374.8 | 0 | | 3210358 | 110493 | None | code37 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.0m spacing. this includes jointing of pipes and fittings with one step solvent cementand the cost of cutting chase and making good the same including testing of joints complete as per the direction of engineer incharge of work Conclead work, including cutting chase and making good the walls etc - 20mm nominal dia pipes ( PWD SR 2021 22 P.No. 8/Vol-2/ 13.32.2 ) | Mtr | 384.19 | 384.19 | 20.0 | False | None | None | False | None | False | 7683.8 | 0 | | 3210359 | 110493 | None | code38 | Cutting holes upto 30x30 cm in walls including making good the same : with common burnt clay
F.P.S (non-modular) Bricks ( P.No.
119/Vol-2/ 13.36) | Each | 273.98 | 273.98 | 10.0 | False | None | None | False | None | False | 2739.8 | 0 | | 3210360 | 110493 | None | code39 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore ( P.No. 115/Vol-1/ 13.2.2) | Each | 355.0 | 355.0 | 5.0 | False | None | None | False | None | False | 1775.0 | 0 | | 3210361 | 110493 | None | code40 | Providing and fixing Brass full way valve gate with
C.I. wheel of approved quality (screwed end) : 32 mm nominal bore ( P.No. 115/Vol- 1/ 13.4.2) | Each | 594.31 | 594.31 | 1.0 | False | None | None | False | None | False | 594.31 | 0 | | 3210362 | 110493 | None | code41 | Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). - 10cms x 7.5cms (NORTH ZONE PWD SR 2018-19/P.No 90/12.113.1) | Each | 257.5 | 257.5 | 3.0 | False | None | None | False | None | False | 772.5 | 0 | | 3210363 | 110493 | None | code42 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern ( P.No. 123/Vol-2/ 14.4.1) | Each | 4587.62 | 4587.62 | 2.0 | False | None | None | False | None | False | 9175.24 | 0 | | 3210364 | 110493 | None | code43 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. ( P.No. 187/Vol-5//T130B) | No | 5126.31 | 5126.31 | 1.0 | False | None | None | False | None | False | 5126.31 | 0 | | 3210365 | 110493 | None | code44 | Providing and placing on terrace (at all floor levels) polyethylene water storage tanks, IS : 12701marked with cover and suitable locking arrangements, making necessary holes for inlet, outlet and over flow pipes but with out fittings and the base support for tank ( P.No. 128/Vol-2/ 13.34) | Ltr | 9.27 | 9.27 | 1000.0 | False | None | None | False | None | False | 9270.0 | 0 | | 3210366 | 110493 | None | code45 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) (vol 5 pg no 139 it no 12.1)Borewell depth of 0 to 50 Mtrs | Mtr | 381.1 | 381.1 | 50.0 | False | None | None | False | None | False | 19055.0 | 0 | | 3210367 | 110493 | None | code46 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) (vol 5 pg no 139 it no 12.1)Borewell depth of 50 to 100 Mtrs | Mtr | 477.92 | 477.92 | 50.0 | False | None | None | False | None | False | 23896.0 | 0 | | 3210368 | 110493 | None | code47 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) (vol 5 pg no 139 it no 12.1)Borewell depth of 100 to 150 Mtrs | Mtr | 507.79 | 507.79 | 50.0 | False | None | None | False | None | False | 25389.5 | 0 | | 3210369 | 110493 | None | code48 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) (vol 5 pg no 139 it no 12.1)Borewell depth of 150 to 200 Mtrs | Mtr | 589.16 | 589.16 | 50.0 | False | None | None | False | None | False | 29458.0 | 0 | | 3210370 | 110493 | None | code49 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) (vol 5 pg no 139 it no 12.1)Borewell depth of 200 to 250 Mtrs | Mtr | 691.13 | 691.13 | 50.0 | False | None | None | False | None | False | 34556.5 | 0 | | 3210371 | 110493 | None | code50 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) (vol 5 pg no 139 it no 12.1)Borewell depth of 250 to 300 Mtrs | Mtr | 762.2 | 762.2 | 50.0 | False | None | None | False | None | False | 38110.0 | 0 | | 3210372 | 110493 | None | code51 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) (vol 5 pg no 139 it no 12.1)Borewell depth of 350 to 400 Mtrs | Mtr | 894.04 | 894.04 | 50.0 | False | None | None | False | None | False | 44702.0 | 0 | | 3210373 | 110493 | None | code52 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) (vol 5 pg no 139 it no 12.1)Borewell depth of 400 to 450 Mtrs | Mtr | 965.11 | 965.11 | 10.0 | False | None | None | False | None | False | 9651.1 | 0 | | 3210374 | 110493 | None | code53 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe
grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and
latest ammendments, electrical resistance welded steel tubes, material
and conforming to IS 1387-1993 and manufactured by basic open
hearth electric or basic oxygen process in random length of 5-7m both
ends.threaded conforming to IS 554-1985 one end fixed with socket
conforming to IS 4270-2001 and the other end with screwed pipes all
shall be responsibaly free from defects. The tubes shall be responsible
straight end should be with ISI marking weighing 25.10kg/m.prices
include Collar-Medium duty (BWSSB 2023-24 SR RATE Pg no:143,sl no 12.32) | Mtr | 1990.99 | 1990.99 | 30.0 | False | None | None | False | None | False | 59729.7 | 0 | | 3210375 | 110493 | None | code54 | Geophysical investigation at site for sinking borewells for Providing
drinking water to the habitation either through the Hand Pump MWS
or P.W.S.S, by vertical electrical sounding by adopting Venner or
Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test.(BWSSB 2023-24 SR RATE Pg no:152,sl no 04,code O040A) | Each | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 | | 3210376 | 110493 | None | code55 | Providing and laying at site of work MS casing caps as per IS 1239 (part II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charges (BWSSB 2023-24 SR RATE Pg no:143,sl no 12.34) | Each | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 3210377 | 110493 | None | code56 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work.25.00 HP - 135 LPM @ 420 m = 30 STG Outlet Dia - 2.00”( SR vol 5 PGNO 154,INO 13.21.5) | Each | 85097.57 | 85097.57 | 1.0 | False | None | None | False | None | False | 85097.57 | 0 | | 3210378 | 110493 | None | code57 | Supplying and drawing 3 core flat PVC sheathed submersible pumpcable manufactured with electrolytic grade copper with flexible copperwith low resistance conductor confirming to13:8130-1984 and virgingrade PVC insulation and powder coating extruded PVC sheathedsuitable for working voltage upto 1100 Volts as per IS-694:1990. (VOL 6 SR Electrical PGNO 7 OF 105 ,INO 2.6.3) | Mtr | 252.35 | 252.35 | 800.0 | False | None | None | False | None | False | 201880.0 | 0 | | 3210379 | 110493 | None | code58 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phasepreventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter 6 to 15 HP pumps for outdoor ( PWD SR vol 5 PGNO 154,INO 13.24.3) | Each | 18025.0 | 18025.0 | 1.0 | False | None | None | False | None | False | 18025.0 | 0 | | 3210380 | 110493 | None | code59 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) Heavy Duty GI pipe of 50mm dia( PWD SR vol 5 PGNO 127,INO 2.6) | Mtr | 455.26 | 455.26 | 450.0 | False | None | None | False | None | False | 204867.0 | 0 | | 3210381 | 110493 | None | code60 | Providing wrought mild steel (galvanized) 50 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any.(vol 5 PGNO 129, INO11.6.6) | Each | 275.01 | 275.01 | 75.0 | False | None | None | False | None | False | 20625.75 | 0 | | 3210382 | 110493 | None | code61 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50mm dia(SR vol 5 PGNO 154,INO 13.25.1) | Each | 1287.5 | 1287.5 | 1.0 | False | None | None | False | None | False | 1287.5 | 0 | | 3210383 | 110493 | None | code62 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job asperspecifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work(vol 5 PGNO 156,INO 13.32) | Job | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3210384 | 110493 | None | code63 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit(SR vol 5 PGNO 156,INO 13.36) | Mtr | 139.05 | 139.05 | 25.0 | False | None | None | False | None | False | 3476.25 | 0 | | 3210385 | 110493 | None | code64 | Calibration of flow meter sensors and testing for results with portable
flow meter and realignment of sensors.(SR vol 5 PGNO 183,INO 15.2.5) | Set | 10860.32 | 10860.32 | 1.0 | False | None | None | False | None | False | 10860.32 | 0 | | 3210386 | 110493 | None | code65 | Borewell cap & Clamp Set (PWD 2018-19 SR P.No.XLVII, Sl.No.17) | Set | 1800.0 | 1800.0 | 1.0 | False | None | None | False | None | False | 1800.0 | 0 | | 3210387 | 110493 | None | code66 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for:(SR vol 5 PGNO 129 ,INO 11.7.6) | Each | 275.01 | 275.01 | 10.0 | False | None | None | False | None | False | 2750.1 | 0 | | 3210388 | 110493 | None | code67 | Supplying and fixing angle iron frame work fabricated out of M.S.angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint 50 x 50 x 6 mm( PWD electrical vol 6 SR PGNO 20,INO 5.41.2) | Mtr | 366.68 | 366.68 | 5.5 | False | None | None | False | None | False | 2016.74 | 0 | | 3210389 | 110493 | None | code68 | Fabricating supplying and mounting MS box made out....SWG suitable for floor /wall mounting, fully weather proofwith provision for better heat dissipation, provided withhinged front cover, equipped withtamper proof lockingarrangements, with suitable size clA withnecessary cableentry pipe with gland and box should be finishedwith7tanks treatment with powder coated paint and finallyfinishedwith approved colour etc., complete.16 SWG(PWD electrical SR vol 6 PGNO 20,INO 5.42.2) | Sq CM | 0.44 | 0.44 | 20000.0 | False | None | None | False | None | False | 8800.0 | 0 | | 3210390 | 110493 | None | code69 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments.Size50mm(vol 5 SR RATE Pg no:154,sl no 13.24.1). | Each | 1287.5 | 1287.5 | 2.0 | False | None | None | False | None | False | 2575.0 | 0 | | 3210391 | 110493 | None | code70 | Supplying and fixing single phase preventer using necessary wiresover an existing panel board suitable for motor upto 20 HP capacities.( vol 6 pg no. 14 it no. 5.3) | Each | 931.14 | 931.14 | 1.0 | False | None | None | False | None | False | 931.14 | 0 | | 3210392 | 110493 | None | code71 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (vol 1 pg no 15 Itno 2.1.2) | Cum | 5833.92 | 5833.92 | 4.2 | False | None | None | False | None | False | 24502.464 | 0 | | 3210393 | 110493 | None | code72 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol 1 pg no 16 Itno 2.3.1 ) | Cum | 7163.96 | 7163.96 | 23.064 | False | None | None | False | None | False | 165229.57344 | 0 | | 3210394 | 110493 | None | code73 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work asper technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol 1 pg no 16 Itno 2.3.1 ) | Cum | 10011.6 | 10011.6 | 8.328 | False | None | None | False | None | False | 83376.6048 | 0 | | 3210395 | 110493 | None | code74 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures ( VOL 1 pg no 18 it no 2.11) | Tonne | 81381.33 | 81381.33 | 3.821 | False | None | None | False | None | False | 310958.06193 | 0 | | 3210396 | 110493 | None | code75 | Supply and delivery of Centrifugal pumpset at site brand new best
make and with discharge duty confirming to ISI standards and its latest amendments size 5 HP, size 50x40 Head 23.50 M, ,Discharge 174 LPM Vol5 Pgno 157 Itno 13.40.5 | Each | 27209.51 | 27209.51 | 1.0 | False | None | None | False | None | False | 27209.51 | 0 | | 3210397 | 110493 | None | code76 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Outdoor type NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter 3 to 6 HP pumps Vol 5 pg no. 155 Itno 13.24.2 | Each | 10815.0 | 10815.0 | 1.0 | False | None | None | False | None | False | 10815.0 | 0 | | 3210398 | 110493 | None | code77 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from thepipe to the conduits etc. is to established through GI wire of sizes as perclause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia ( vol 5 pg no 157 it no 13.39) | Job | 3862.5 | 3862.5 | 1.0 | False | None | None | False | None | False | 3862.5 | 0 | | 3210399 | 110493 | None | code78 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mmVol 5 pgno. 162, Itno. 28.3 | Each | 1287.5 | 1287.5 | 1.0 | False | None | None | False | None | False | 1287.5 | 0 | | 3210400 | 110493 | None | code79 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 .16sqmm 4 core , BESCOM SR 2021-22 Pg No 09.Sl No 215 Item No 32.05 | Mtr | 146.09 | 146.09 | 50.0 | False | None | None | False | None | False | 7304.5 | 0 | | 3210401 | 110493 | None | code80 | Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. 7) 25 sqmm to 75 sqmm as per the directions of Engineer in charge of work | Mtr | 15.96 | 15.96 | 50.0 | False | None | None | False | None | False | 798.0 | 0 | | 3210402 | 110493 | None | code81 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid
separately))(CM SR 2021-22/P.No.17/Vol- 1/2.4.2) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates form work 8% for footings | Cum | 7332.1 | 7332.1 | 2.599 | False | None | None | False | None | False | 19056.1279 | 0 | | 3210403 | 110493 | None | code82 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid
separately))(CM SR 2021-22/P.No.17/Vol- 1/2.4.2) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11369.97 | 11369.97 | 5.7375 | False | None | None | False | None | False | 65235.202875 | 0 | | 3210404 | 110493 | None | code83 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid
separately))(CM SR 2021-22/P.No.17/Vol- 1/2.4.2) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7462.35 | 7462.35 | 11.55 | False | None | None | False | None | False | 86190.1425 | 0 | | 3210405 | 110493 | None | code84 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications (CM SR 2021- 22/P.No.17/Vol-1/2.5.1)form work 50% | Cum | 10541.75 | 10541.75 | 6.4 | False | None | None | False | None | False | 67467.2 | 0 |
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