| Name of Work:Day to day Maintenance/Improvement of minor urgent nature of works under various water supply schemes i.e. Deoli, Sandhi Dhoon, Bishnah (Rural), Jabowal, Laswara, Pandorian, Chak Majra, Kool Kalan, Kanhal, Bishnah (Town), Bhatyari, Chak Hasal, Kotli Charkan (Group-B) in Bishnah Sub Division (Stage work) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared (100 sqm) | 1 | sqm | |
| 2 | 2 | Earth work excavation by manual means over areas (exceeding 30cm and upto 1.5Mtr in depth, 1.5 Mtr. in width as well as 10 Sqm on Plan) incl. disposal of excavated earth upto 1 Mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of soil | 1 | Cum | |
| 3 | 3 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50m, disposed earth to be levelled and neatly dressed: All kinds of soil | 1 | Cum | |
| 4 | 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth. | 1 | Cum | |
| 5 | 5 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | 1 | Kilolitre | |
| 6 | 6 | Providing and laying in position cement concrete of specified grade excluding cost of centring & shuttering.-All work upto plinth level 1:4:8 (1 cement:4 coarse sand :8 graded stone aggregate 40mm nominal size) Crushed | 1 | Cum | |
| 7 | 7 | Providing and laying in position cement concrete of specified grade excluding cost of centring & shuttering.- All work upto plinth level 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size) Crushed Stone with 20% boulder. | 1 | Cum | |
| 8 | 8 | Brick work with common burnt clay F.P.S. (non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement :6 coarse sand) | 1 | Cum | |
| 9 | 9 | 1:4 (1 cement :4 coarse sand) | 1 | Cum | |
| 10 | 10 | 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. 40mm thick with 20mm nominal size stone aggregate (crushed). | 1 | Sqm | |
| 11 | 11 | Steel work welded in built up sections/ framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladders, railing brackets, gates and similar works. | 1 | Kg | |
| 12 | 12 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead: | |||
| 13 | 13 | a) 1:3:6 or richer mix | 1 | Cum | |
| 14 | 14 | b) 1:4:8 or leaner mix | 1 | Cum | |
| 15 | 15 | Dismantling tile work in floors andd roofs laid in cement mortar including stacking material within 50 metres lead for thickness of times 10mm to 25 mm | 1 | Sqm | |
| 16 | 16 | Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to matcch the shde of the tiles, including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand)\na) Dark shade using ordinary cement\n | 1 | sqm | |
| 17 | 17 | b) Ordinary cement without any pigment | 1 | sqm | |
| 18 | 18 | Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead: | 1 | Cum | |
| 19 | 19 | Dry brick on ege flooring with bricks of class designation 75 on a bed of 12mm mud mortar including filling joints with sand (with F.P.S bricks) | 1 | Sqm | |
| 20 | 20 | Dismantling manually / mechanically including stacking of serviceable material and disposal of unserviceable material within 50 metres lead: | |||
| 21 | 21 | a) Water bound macadam road. | 1 | sqm | |
| 22 | 22 | b) Bituminous road | 1 | sqm | |
| 23 | 23 | Dismantling G.I. pipes (external work) incl. excavation and refilling trenches after taking out pipes manually / by mechanical means incl. stacking of pipes within 50 metres. Lead. | |||
| 24 | 24 | (a) 15 mm to 40 mm nominal bore | 1 | metre | |
| 25 | 25 | (b) Above 40 mm nominal bore | 1 | metre | |
| 26 | 26 | Deployment of extra fitters / mazdoor for restoration of damaged G.I. pipes, locating/ traces of blockages /leakages etc. | |||
| 27 | 27 | a) Fitter | 1 | Per day | |
| 28 | 28 | b) Mazdoor | 1 | Per day | |
| 29 | 29 | Laying & fitting of G.I. pipes complete excluding cost of pipes and earth work. | |||
| 30 | 30 | 15 mmØ | 1 | metre | |
| 31 | 31 | 20 mmØ | 1 | metre | |
| 32 | 32 | 25 mmØ | 1 | metre | |
| 33 | 33 | 32 mmØ | 1 | metre | |
| 34 | 34 | 40 mmØ | 1 | metre | |
| 35 | 35 | 50 mmØ | 1 | metre | |
| 36 | 36 | 65 mmØ (L) | 1 | metre | |
| 37 | 37 | 65 mmØ (M) | 1 | metre | |
| 38 | 38 | 80 mmØ (L) | 1 | metre | |
| 39 | 39 | 80 mmØ (M) | 1 | metre | |
| 40 | 40 | 100 mmØ (L) | 1 | metre | |
| 41 | 41 | 100 mmØ (M) | 1 | metre | |
| 42 | 42 | Fixing/replacement of C.I. Sluice valves/Check Valves complete with bolts, nuts, rubber insertions etc. (Sluice Valves/Check Valves to be supplied by the department) | |||
| 43 | 43 | 200 MM ? | 1 | each | |
| 44 | 44 | 150 MM ? | 1 | each | |
| 45 | 45 | 100 MM ? | 1 | each | |
| 46 | 46 | 80 MM ? | 1 | each | |
| 47 | 47 | 65 MM ? | 1 | each | |
| 48 | 48 | 50 MM ? | 1 | each | |
| 49 | 49 | Fixing/Replacement of GM Gate Valves/Brass Stop Cocks complete. (Gate Valves/Stop Cocks to be supplied by the department) Including bends, collars, unions and other allied items. | |||
| 50 | 50 | 150 MM ? | 1 | each | |
| 51 | 51 | 100 MM ? | 1 | each | |
| 52 | 52 | 80 MM ? | 1 | each | |
| 53 | 53 | 65 MM ? | 1 | each | |
| 54 | 54 | 50 MM ? | 1 | each | |
| 55 | 55 | 40 MM ? | 1 | each | |
| 56 | 56 | 25 MM ? | 1 | each | |
| 57 | 57 | 20 MM ? | 1 | each | |
| 58 | 58 | 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. | |||
| 59 | 59 | 25 to 40mm nominal bore | 1 | each | |
| 60 | 60 | 50 to 80mm nominal bore | 1 | each | |
| 61 | 61 | Fabrication of joints including cutting of pipes (complete job) | |||
| 62 | 62 | 25 mmØ | 1 | each | |
| 63 | 63 | 40 mmØ | 1 | each | |
| 64 | 64 | 50 mmØ | 1 | each | |
| 65 | 65 | 65 mmØ | 1 | each | |
| 66 | 66 | 80 mmØ | 1 | each | |
| 67 | 67 | 100 mmØ | 1 | each | |
| 68 | 68 | Loacting/Tracking of blockeages/leakages incl. excavation of pits | 1 | Maz. | |
| 69 | 69 | Cleaning of sludge from Dug Wells/Ground Service Reservoirs with all leads and lifts and disposal as per the directive of site engineer incharge . | |||
| 70 | 70 | a. Dug Well up to 6.00 Mtr. Dia depth upto 10 mtr | 1 | Cum | |
| 71 | 71 | b. Ground Service Reservoirs/Sump tank/OHT | 1 | Gallons | |
| 72 | 72 | Barricading of G.I. pipes incl. excavation of pits for fixing of angle iron posts binding and dismantling of same incl. refilling of pits and carriage complete.\nMazdoor @ Rs.300/day\n | 1 | Per day | |
| 73 | 73 | Fitter @ Rs. 400/day | 1 | Per day | |
| 74 | 74 | Carriagee of sand, Bajri, Stones, Brick/tiles from nearest source to site of work incl. loading & unloading and stacking complete. (To be paid as per actual distance at site of work). | |||
| 75 | 75 | Sand avg. distance of 30km by MT & 200 mtr head load | 1 | Cum | |
| 76 | 76 | Bajri above 40mm avg. distance of 30km by MT & 200 mtr head load | 1 | Cum | |
| 77 | 77 | Bajri below 40mm avg. distance of 30km by MT & 200 mtr head load | 1 | Cum | |
| 78 | 78 | Stone avg. distance of 30km by MT & 200 mtr head load | 1 | Cum | |
| 79 | 79 | Brick avg. distance of 10km by MT & 200 mtr head load (1000 Nos) | 1 | Nos. | |
| 80 | 80 | Tiles avg. distance of 10km by MT & 200 mtr head load (1000 Nos) | 1 | Nos. |
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