| 3983337 | 154254 | None | A001a | Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m and lift upto 1 5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work.
in all kids of soils depth upto 3 m | Cum | 102.0 | 102.0 | 308.88 | False | None | None | False | None | False | 31505.76 | 0 |
| 3983338 | 154254 | None | A001b | in all kids of soils depth 3 m to 6 m | Cum | 117.0 | 117.0 | 51.48 | False | None | None | False | None | False | 6023.16 | 0 |
| 3983339 | 154254 | None | A002 | Providing and laying in position Cement Concrete for levelling course for all works in foundation The granite or trap or 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 and 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 2 1 2 Mix 1 4 8 using 40mm and down size graded | Cum | 5664.0 | 5664.0 | 10.3 | False | None | None | False | None | False | 58339.2 | 0 |
| 3983340 | 154254 | None | A003 | Providing and laying in position Ready Mixed or Batch Mixed concrete from ISO 9001 accredited plants as per IS 10262 2009 mix design procedure for Reinforced Cement Concrete works in all types of Structures other than Road works using coarse aggregate and fine aggregate derived from natural sources Ordinary Portland cement and GGBS admixtures in recommended proportions as per IS 9103 to accelerate or retard setting of concrete to improve durability and workability without impairing strength including pumping of concrete to site of laying curing carriage for all leads but excluding the cost of centering shuttering finishing and reinforcement as per direction of the Engineer in charge Concrete of M 30 grade with cement and cementitious content in 75 25 proportion For Raft Concrete of Tank | Cum | 7295.0 | 7295.0 | 34.88 | False | None | None | False | None | False | 254449.6 | 0 |
| 3983341 | 154254 | None | A004 | Supplying fitting and placing TMT FE 550 or 550D Steel Reinforcement complete as per drawing and technical specification
Consider Steel for Tank Raft at 80 Kg per Cum of Raft concrete | t | 79011.0 | 79011.0 | 2.65 | False | None | None | False | None | False | 209379.15 | 0 |
| 3983342 | 154254 | None | A005 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg per m3 and minimum compressive strength of 4 00 N per 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 | Sqm | 1310.0 | 1310.0 | 271.36 | False | None | None | False | None | False | 355481.6 | 0 |
| 3983343 | 154254 | None | A006 | Data Rate Providing and fixing Galvanised wire mesh of average width of aperture 1 4 mm and nominal dia of wire 0 63 mm plaster mesh manufactured out of hot dipped galvanised iron on Soild Block masonary Wall Surface including cost of materials labour for fixing complete as per specifications Long Wall Inside and tank Coping Plaster Mesh | Sqm | 293.0 | 293.0 | 197.8 | False | None | None | False | None | False | 57955.4 | 0 |
| 3983344 | 154254 | None | A007 | Providing 20 mm cement plaster with cement mortar 1 3 (1 cement 3 coarse sand) finished with a floating coat of neat cement to brick or stone 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. | Sqm | 429.0 | 429.0 | 181.76 | False | None | None | False | None | False | 77975.04 | 0 |
| 3983345 | 154254 | None | A008 | Finishing walls with water proofing cement paint of required shade New work (Two coats applied at 4 84 kg per10 m²) 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. | Sqm | 89.0 | 89.0 | 179.36 | False | None | None | False | None | False | 15963.04 | 0 |
| 3983346 | 154254 | None | A009 | 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 | Cum | 266.0 | 266.0 | 147.0 | False | None | None | False | None | False | 39102.0 | 0 |
| 3983347 | 154254 | None | A010 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work m3 85 00 | Cum | 85.0 | 85.0 | 213.36 | False | None | None | False | None | False | 18135.6 | 0 |
| 3983348 | 154254 | None | A011 | Earth work excavation for pipelines or cables by Manual means upto 600 mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m Filling available excavated earth (excluding rock) in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1 5 m including cost of labour tools usage and other appurtenances required to complete the work. 1 6 1 In all kinds of soils Depth upto 150m m 484 00 | m | 484.0 | 484.0 | 45.0 | False | None | None | False | None | False | 21780.0 | 0 |
| 3983349 | 154254 | None | A012 | Providing UNPLASTICISED PVC pipes conforming to IS 16098 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type with all labour lead and lifts including encasing the pipes alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excavation etc complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc complete for Pipes os SN 8 200nn dia | m | 1034.0 | 1034.0 | 50.0 | False | None | None | False | None | False | 51700.0 | 0 |
| 3983350 | 154254 | None | A012a | Inlet pipeline for chlorination Tank Filling point pipes of SN 8 110nn dia | m | 347.0 | 347.0 | 70.0 | False | None | None | False | None | False | 24290.0 | 0 |
| 3983351 | 154254 | None | A013 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement trenching refilling and testing of joints complete as per direction of Engineer in Charge External work.
a) 80mm nominal dia pipes | m | 674.0 | 674.0 | 75.0 | False | None | None | False | None | False | 50550.0 | 0 |
| 3983352 | 154254 | None | A013a | 25mm nominal dia pipes | m | 224.0 | 224.0 | 125.0 | False | None | None | False | None | False | 28000.0 | 0 |
| 3983353 | 154254 | None | A013b | 40mm nominal dia pipes | m | 304.0 | 304.0 | 50.0 | False | None | None | False | None | False | 15200.0 | 0 |
| 3983354 | 154254 | None | A013c | 20mm nominal dia pipes | m | 172.0 | 172.0 | 120.0 | False | None | None | False | None | False | 20640.0 | 0 |
| 3983355 | 154254 | None | A014 | Supply and delivery at site special moulded variety PVC tee as per IS 7834 or 1987 and fabricated as per IG124 or 1984 with ISI mark with its latest amendments 200 mm dia PVC Tee | Each | 693.0 | 693.0 | 1.0 | False | None | None | False | None | False | 693.0 | 0 |
| 3983356 | 154254 | None | A014a | 110mm dia PVC Tee | Each | 251.0 | 251.0 | 4.0 | False | None | None | False | None | False | 1004.0 | 0 |
| 3983357 | 154254 | None | A014b | 90mm dia PVC Tee | Each | 171.0 | 171.0 | 10.0 | False | None | None | False | None | False | 1710.0 | 0 |
| 3983358 | 154254 | None | A014c | 40mm dia PVC Tee | Each | 39.0 | 39.0 | 60.0 | False | None | None | False | None | False | 2340.0 | 0 |
| 3983359 | 154254 | None | A014d | 25mm dia PVC Tee | Each | 21.0 | 21.0 | 80.0 | False | None | None | False | None | False | 1680.0 | 0 |
| 3983360 | 154254 | None | A015 | Supply and delivery at site special moulded variety PVC bend as per IS 7834 or 1987 and fabricated as per IG124 or 1984 with ISI mark with its latest amendments 200mm dia PVC Bend | Each | 938.0 | 938.0 | 3.0 | False | None | None | False | None | False | 2814.0 | 0 |
| 3983361 | 154254 | None | A015a | 110mm dia PVC Bend | Each | 492.0 | 492.0 | 8.0 | False | None | None | False | None | False | 3936.0 | 0 |
| 3983362 | 154254 | None | A015b | 90mm dia PVC Bend | Each | 390.0 | 390.0 | 35.0 | False | None | None | False | None | False | 13650.0 | 0 |
| 3983363 | 154254 | None | A015c | 40mm dia PVC Bend | Each | 57.0 | 57.0 | 40.0 | False | None | None | False | None | False | 2280.0 | 0 |
| 3983364 | 154254 | None | A015d | 25m dia PVC Bend | Each | 21.0 | 21.0 | 60.0 | False | None | None | False | None | False | 1260.0 | 0 |
| 3983365 | 154254 | None | A016 | Supply and delivery of make and with discharge duty confirming to ISI staamendments standards and its latest Centrifugal pumpset at site brand new best | Each | 53967.0 | 53967.0 | 3.0 | False | None | None | False | None | False | 161901.0 | 0 |
| 3983366 | 154254 | None | A017 | Erection testing commissioning and trial running of centrifugal pump and motor with all accessories necessary for satisfactory running of pump including cost of all materials machinery labour and all necessary works complete as per terms and conditions of contract | Each | 22750.0 | 22750.0 | 3.0 | False | None | None | False | None | False | 68250.0 | 0 |
| 3983367 | 154254 | None | A018 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendments | m | 280.0 | 280.0 | 120.0 | False | None | None | False | None | False | 33600.0 | 0 |
| 3983368 | 154254 | None | A019 | 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 as per specifications with necessary tests as per specifications with testing of as per instructions of engineer incharge of work | LS | 6500.0 | 6500.0 | 3.0 | False | None | None | False | None | False | 19500.0 | 0 |
| 3983369 | 154254 | None | A020 | Providing and fixing suitable for 1 1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals clamps bolts nuts and washers etc with necessary materials and labour tools and equipments as per instructions of engineer incharge of work | Each | 562.0 | 562.0 | 10.0 | False | None | None | False | None | False | 5620.0 | 0 |
| 3983370 | 154254 | None | A021 | Supply and delivery at site brand new best make level guage suitable for centrifugal pump confirming to latest IS standards | Each | 750.0 | 750.0 | 3.0 | False | None | None | False | None | False | 2250.0 | 0 |
| 3983371 | 154254 | None | A022 | Supply and delivery at site brand new best make starter or control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments 10 to 12 HP centrifugal pump | Each | 35650.0 | 35650.0 | 3.0 | False | None | None | False | None | False | 106950.0 | 0 |
| 3983372 | 154254 | None | A023 | 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 | m | 395.0 | 395.0 | 30.0 | False | None | None | False | None | False | 11850.0 | 0 |
| 3983373 | 154254 | None | A023a | For Filling Point Pipe Support (75 x 150 x 75 x 6 mm C channel) | m | 926.0 | 926.0 | 45.0 | False | None | None | False | None | False | 41670.0 | 0 |
| 3983374 | 154254 | None | A023b | For MS pipe in Tank for supporting chlorine pipe line MS Pipe 32mm dia | m | 214.0 | 214.0 | 25.0 | False | None | None | False | None | False | 5350.0 | 0 |
| 3983375 | 154254 | None | A024 | Fabricating supplying and mounting MS box made out SWG suitable for floor or wall mounting fully weather proof with provision for better heat dissipation provided with hinged front cover equipped with tamper proof locking arrangements with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc complete 14SWG | Sq CM | 0.5 | 0.5 | 45225.0 | False | None | None | False | None | False | 22612.5 | 0 |
| 3983376 | 154254 | None | A025 | Geonet | Sqm | 75.0 | 75.0 | 222.96 | False | None | None | False | None | False | 16722.0 | 0 |
| 3983377 | 154254 | None | A026 | Constructing brick mansory chamber for underground CI inspection chamber and bends with bricks in cement motar 1 4 (1 cement 4 coarse sand) CI cover with frame (Light Duty) 500x700 mm internal dimensions total weight of cover with frame to be not less than 38kg (weight of cover 23kg and weight of frame 15kg) RCC top slab with 1 5 3 mix (1 cement:1 5 fine sand 3 graded stone aggregate 20 mm nominal size) foundation concrete 5 fine sand 10 graded stone aggregate 40mm ominal size) inside plastring 12mm thick with cement motar 1 3(1 cement coarse sand) finished smooth with a floatig coar of neat cement on walls and bed cencrete etc complete as per standard design: inside dimensions 500x700mm and 45 cm deep doe pipe line with one or two inlets: with common brunt clay (non modular) bricks of class designation3.5 | No | 6278.0 | 6278.0 | 6.0 | False | None | None | False | None | False | 37668.0 | 0 |
| 3983378 | 154254 | None | A027 | Landscape (Lawn development) | Sqm | 485.0 | 485.0 | 408.0 | False | None | None | False | None | False | 197880.0 | 0 |