Rettrofitting Of Water Supply Scheme Drabi Patti Zabin By Way Of Providing, Laying And Fitting Of Pipes, Construction Of R/Wall, Chain Link Fencing Around Structures, Anchor/ Saddle Blocks At Spots, Construction Of 0.15 Lac Gallon Service Reservoir, Sluic
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Project Description
Rettrofitting Of Water Supply Scheme Drabi Patti Zabin By Way Of Providing, Laying And Fitting Of Pipes, Construction Of R / Wall, Chain Link Fencing Around Structures, Anchor / Saddle Blocks At Spots, Construction Of 0.15 Lac Gallon Service Reservoir, Sluice Chamber, Intake / Collection Chamber, Crate Protection Work At Head Site, Construction Of Pst At Head Site, Including Installation Of 95 Unconnected Fhtcs At Drabipati Zabin, Incld. Maintenence For A Period Of 3 Years Which Includ. Dlp Of 12 Months. ( Aaa No.Se / Hyd / Spr / 55 Of 03 / 2020-21 Dated: 24 / 03 / 2021 )
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| Name of : Rettrofitting of water supply scheme Drabi Patti Zabin by way of providing, laying and fitting of pipes, construction of R/wall, Chain link fencing around structures, anchor/ saddle blocks at spots, construction of 0.15 lac gallon Service Reservoir, Sluice chamber, intake/ collection chamber, crate protection work at head site,Construction of PST at head site, including installation of 95 unconnected FHTC's at Drabipati Zabin, incld. maintenence for a period of 3 years which includ. DLP of 12 months. ( AAA No.SE/Hyd/Spr/55 of 03/2020-21 dated: 24/03/2021) | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as\ndirected: All kinds of soil | 2764.41 | Cum | |
| 2 | 1.01 | Ordinary Rock | 1139.8 | Cum | |
| 3 | 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil | 110.96 | Cum | |
| 4 | 2.01 | Ordinary Rock | 36.88 | Cum | |
| 5 | 3 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) ( light weight class-A) conforming to IS 1239 part ist : 100mm dia G.i | 90 | mtr | |
| 6 | 3.01 | 80mm dia G.I | 5000 | mtr | |
| 7 | 3.02 | 65mm dia G.I | 450 | mtr | |
| 8 | 3.03 | 50mm dia G.I | 900 | mtr | |
| 9 | 3.04 | 40mm dia G.I | 2500 | mtr | |
| 10 | 3.05 | 25mm dia G.I | 4000 | mtr | |
| 11 | 3.06 | 20mm dia G.I | 2500 | mtr | |
| 12 | 3.07 | 15mm dia G.I | 5000 | mtr | |
| 13 | 4 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore | 80 | Nos | |
| 14 | 4.01 | 40 to 80 mm nominal bore | 33 | Nos | |
| 15 | 5 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 65 mm nominal bore | 2 | No | |
| 16 | 5.01 | 50mm nominal bore | 2 | No | |
| 17 | 6 | Constructing masonry Chamber of specified size, in brick work with common burnt clay (non modular) bricks of class designation 7.5 incement mortar 1:4 (1cement :4 coarse sand) and R.C.C. top slab 1:1.5:3mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mmnominal size ) including necessary xcavation, foundation concrete1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mmnominal 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. For sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid.\nChamber 90x90x100 cm | 2 | No | |
| 18 | 7 | Dumping stone including cost of stones. in Horizontal on level | 48.3 | Cum | |
| 19 | 8 | Hand-packing stones in wire-crates; including cost of stones butexcluding cost of crates | 36.92 | Cum | |
| 20 | 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m | 2386.92 | Cum | |
| 21 | 10 | Providing & laying stone soling in horizontal on level. | 31.42 | Cum | |
| 22 | 11 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 21.79 | Cum | |
| 23 | 12 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 12.08 | Cum | |
| 24 | 13 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 46.47 | Cum | |
| 25 | 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 5.16 | Cum | |
| 26 | 15 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with:- 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 5.54 | Cum | |
| 27 | 16 | Providing & fixing of main hole cover 0.75 x 0.75 of standard quality with angle iron frame incld all necessary fittings complete | 4 | No | |
| 28 | 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more | 6775 | kg | |
| 29 | 18 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 577.83 | sqm | |
| 30 | 18.01 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 262.37 | sqm | |
| 31 | 18.02 | Suspended floors, roofs, landings, balconies and access platforms | 20.84 | sqm | |
| 32 | 18.03 | Lintel, beams, plinth beams, girders, bressumers and cantilevers | 11.26 | sqm | |
| 33 | 18.04 | Arches, domes, vaults upto 6 m span | 36.45 | sqm | |
| 34 | 18.05 | Extra for shuttering in circular work | 156.85 | sqm | |
| 35 | 19 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 119.87 | Cum | |
| 36 | 20 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1262.1 | kg | |
| 37 | 21 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm | 107.01 | sqm | |
| 38 | 22 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) | 251.72 | sqm | |
| 39 | 23 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 52.96 | Cum | |
| 40 | 24 | Providing and mixing of water proofing material or equivalent for RCC work | 255.32 | kg | |
| 41 | 25 | Providing and fixing of nuts ,bolts and chips incld one end fix to anchor block | 136 | kg | |
| 42 | 26 | Providing & fixing of 80mm dia PVC pipe for aeration purpose | 20 | mtr | |
| 43 | 27 | Supply of crates | 1916.14 | sft | |
| 44 | 28 | Provision for road cuts | 40 | mtr | |
| 45 | 29 | Provision for Providing and fixing of pipe specails of standard quality incld. testing complete (to be paid as per actual) | 1 | job | |
| 46 | 30 | Carraige of materials from source to road site of work including loading , unloading and stacking:-- Stone / stone soling for an av lead of 26km | 111.1 | Cum | |
| 47 | 30.01 | 40mm aggregate for an av lead of 34km | 19.61 | Cum | |
| 48 | 30.02 | 20mm aggregate for an av lead of 34km | 217.87 | Cum | |
| 49 | 30.03 | sand for an av lead of 28km | 125.03 | Cum | |
| 50 | 30.04 | cement for an av lead of 15km | 76.09 | MT | |
| 51 | 30.05 | steel for an av lead of 15km | 8.17 | MT | |
| 52 | 30.06 | wire Crates for an av lead of 15 Km | 0.42 | MT | |
| 53 | 31 | Carraige of materials from road site to site of work by manual labour including loading , unloading and stacking for an av lead of 750 Mtrs. Stone / stone soling | 111.1 | Cum | |
| 54 | 31.01 | 40mm aggregate | 19.61 | Cum | |
| 55 | 31.02 | 20mm aggregate | 217.87 | Cum | |
| 56 | 31.03 | sand | 125.03 | Cum | |
| 57 | 31.04 | pipes | 65.73 | MT | |
| 58 | 31.05 | Cement | 76.09 | MT | |
| 59 | 31.06 | Steel | 8.17 | MT | |
| 60 | 31.07 | Wire crates | 0.42 | MT |
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