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| 1 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart. (First depth of 2m ) |
| 2 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart. (2 nd Depth) |
| 3 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. |
| 4 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. |
| 5 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department (For footing below G.L. ( 1,50 to 4,50 below GL ) |
| 6 | For Column and Brace upto G.L ( 0 to1,50 below GL ) |
| 7 | For column and brace I 0 to 4.5m from GL |
| 8 | For column and brace II 4.5m to 7.32m from GL |
| 9 | For column and brace III 7.32 to 10.98m from GL |
| 10 | For column beam floor slab side wall from 10.98m to 14.64 m from GL |
| 11 | For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL |
| 12 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For column footing and GL Brace ) |
| 13 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For Brace I ) |
| 14 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For Brace II ) |
| 15 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For Brace III ) |
| 16 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For Floor Beam and Bottm of Floor slab) |
| 17 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (Roof slab) |
| 18 | For column Below GL |
| 19 | For column GL 0 to 3.30M |
| 20 | For column ( 3.31m to 4.30m ) |
| 21 | For column ( 4.31m to 5.30m). |
| 22 | For Column (5.31m to 6.30m ) |
| 23 | For Column (6.31m to 7.30m ) |
| 24 | For Column (7.31m to 8.30m ) |
| 25 | For Column (8.31m to 9.30m ) |
| 26 | For Column (9.31m to 10.30m ) |
| 27 | For Column (10.31m to 11.30m ) |
| 28 | For Column (11.31m to 11.40m ) |
| 29 | For Side Wall, & Floor slab sides and Haunch |
| 30 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment officers. |
| 31 | Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Deparment officers |
| 32 | Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height. |
| 33 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur |
| 34 | Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by Deparment officers |
| 35 | Supply of GI Pipes for OHT Connections 65 mm dia |
| 36 | Supply and Delivery of G.M.Gate valve 65mm size |
| 37 | Supply & Delivery of 65 mm G.I Tee |
| 38 | Supply & Delivery of 65 mm G.I Coupling |
| 39 | Supply & Delivery of 65 mm G.I bend |
| 40 | Supply & Delivery of 90mm T.Coupler PVC |
| 41 | Supply & Delivery of 80mm x 65mm G.I.Reducer |
| 42 | Supply & Delivery of 65mm G.I.flange set |
| 43 | Labour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the Deparment Officers, |
| 44 | Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers |
| 45 | Earthwork excavation in all classes of soils and depositing on bank with an initial lead and lift such as sand or other loose soil, wet sand not under water silt and ordinary soil, sandy loom, and hard stiff, black cotton soil, red earth, earth mixed with |
| 46 | Filling with good river sand into foundation and basement including cost and conveyance of all materials to work site and all labourcharges for filling, watering etc., complete. |
| 47 | CC 1:4:8 mix using 40mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying and watering etc., complete. |
| 48 | Reinforced Cement concrete 1:1.5:3 mix using 20mm ISSHBG metal from approved sources including cost and conveyance of all materials to work site and all labour charges for mixing, laying, and watering etc., complete. Above basement |
| 49 | Brickwork in CM 1:5 mix using country bricks of standard size including cost and conveyance of all materials to work site and including all labour charges and all incidential charges etc., complete. Upto basement |
| 50 | Brickwork in CM 1:5 mix using country bricks of standard size including cost and conveyance of all materials to work site and including all labour charges and all incidential charges etc., complete. For Superstruture. |
| 51 | Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty should be got approved by the Executive Engineer before use on work. (Based on SoR 2023-24) |
| 52 | Plastering in CM 1:5 ,12mm thick including cost and conveyance of all materials to work site and all labour charges etc., complete. |
| 53 | Flooring with Granolithic flooring to 25mm thick using CC 1:2:4 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges etc., complete. |
| 54 | Painting the newly plastered wall surface with two coats of Plastic Emulsion Paint outside the building over one coat of cement primer including clearing the surface in all floors etc., complete as per standard specification. |
| 55 | Painting two coats with ready mix paint of approved colour and trade for doors & windows including cost and conveyance of all materials and all other labour charges etc., complete. |
| 56 | Supplying and erriecting, centring for plane surfaces structures such as RCC slab, beam etc., inlcuding strutting upto 3m height using mild steel sheets of size 90cm x 60cm x and B.G 10 stiffened with M.s angles of size 25 mm x 25mm x 3mm for boarding lai |
| 57 | Supplying and erriecting, centring for plane surfaces structures such as RCC slab, beam etc., inlcuding strutting upto 3m height using mild steel sheets of size 90cm x 60cm x and B.G 10 stiffened with M.s angles of size 25 mm x 25mm x 3mm for boarding lai |
| 58 | Supply and fabrication of steel including cost and conveyance of steels to worksite including labour for cutting, jointing and welding if necessary including all labour charges for dying with binding wire etc., complete. |
| 59 | Supplying Steel Door and windows as per standard specification etc |
| 60 | Wiring with 2 x 1.50 sqm ( 22/0.3 ) PVC insulated unsheathed single core Copper Conductor of 1100 v Grade in suitable PVC Rigid Pipe on wall and ceiling with PVC accessaries with TW Switch box with 5 A F . T . Switch with painting of suitable colour for Light Point and Fan Point ( For Electronic Regulator ) S D N o 18 |
| 61 | Supply and fixing of 15w CFL Lamp (spiral lamp) for existing holder on wall etc complete. |
| 62 | Supply and fixing of 16amps DP Switch with metal clod of 500v with tube connection 32Amps and netural on suitable T.W Plug plante with supplying on reeper on Either side With PWD Earthen etc. |
| 63 | Supply and run of 2 of 6s.qm 84/100 pvc SC Unstrenthed on condition of 1100v grade in 25mm side GI Pipe lend with both ends with necssary angles etc |
| 64 | Supply and run of 2 of 6s.qm 84/103 pvc SC Unstrenthed on condition of 1100v on 7/70 GI Reducer with fuse service connection etc |
| 65 | Towards cost and supply of RCC Jolly of size 0.45*0.45m |
| 66 | Earthwork excavation and depositing on bank with an intial lesd & lift in hard stiff clay, gravelly soil, shales, murrams earth mixed soil as per SS 20 B for foundation |
| 67 | Sand filling with good river sand including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 68 | Cement concrete in 1:4:8 mix using 40 mm metal used for foundation including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 69 | Brick work using country bricks of si=ze 83/4\\"x41/4\\"x23/4\\" in cement mortot 1:3 including curing neat finishing etc complete complying with standanrd |
| 70 | Cement concrete 1:2:4 mix using 20mm metal including cost & conveyance of all materials to site and all labour charges for curing, compacting etc, complete |
| 71 | Earthwork Excavation and Depositing on bank with an initial lead and lift in all types of soil for pipe line works |
| 72 | Supplying and delivery of following Pipes and specials including transporting charges etc. 63mm OD PVC Pipes-6 KSC |
| 73 | 63mm bend |
| 74 | 63mm OD PVC Tee |
| 75 | 63mm OD PVC Endcap |
| 76 | Laying and jointing the following PVC Pipes to trench with proper allignment with PVC Coupler & Cement Paste including conveying & testing with required preasure and leakage etc. |
| 77 | Refilling the Trench with excavated earth after pipes are laid |
| 78 | Provision for Name Board |
| 79 | Provision for Photography Charges |
| 80 | Provision for LWF 1% Please Enable Macros to View BoQ information |
