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| 1 | Barricading Providing and erecting 2.00 m high temporary barricading at side as per drawing/direction of engineer-in-charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signsm marking, flags, caution tape as directionby teh engineer-n-charge. The barricading provided shall be retained in position at site continously i/c shifting of barricading from one location to another locationas many times as required during the excution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour material equipment and works required to execute the job. The barricading shall not be removed without prior approval of engineer-in-charge. |
| 2 | Dismantalling of roadsDismantalling of roads for laying of sewer including sorting out and stacking of servicable materials and diposal of unserviceable materials upto a distance of 60 m. Temporary reinstqatement of road to make it motorable.Bituminous road |
| 3 | CCRoad |
| 4 | Reinstatement of roadBituminous road |
| 5 | Construction of CC Road 15 cm thick with ratio 1:1.5:3 cement:coarse sand:20 mm grid stone including supply of all material labour T&P for proper completion of work with10 cm thick base P.C.C. (1:4:8) cement sand & 40 mm stone ballast. |
| 6 | (Earth work(Sewer line)Excavation up to following depths below G>L. for laying serwer line, in ordinary soil (earth, sand, loam & clay) including ramming, dressing, levelling, refilling of trenchless in 20 cm layer, watering and ramming the same including removal of surplus earth or other dismantled material upto a distance of 50 m from the centre of trenches. (Excavation of manhole is included in manhole item and not to be paid under this item)0.00 m -01.50 m BGL |
| 7 | 1.50 m -3.50 m BGL |
| 8 | 3.50 m -4.50 m BGL |
| 9 | Supply of 200 mm dia NP3 RCC pipe |
| 10 | Supply of 250 mm dia NP3 RCC pipe |
| 11 | Supply of 400 mm dia NP3 RCC pipe |
| 12 | Lowering & laying of RCC NP3 pipeCARTAGE OF 200MM DIA RCC HUME PIPE NP3 CLASSS AND SPECIALS FROM STORE TO SITE OF WORK,LAYING OF THE SAME PIPE IN TRENCHES IN DEPTH UP TO 0.00 TO 1.5M BBELOW THE GROUND LEVEL,TRUE TO ALIGNMENT CHOCKING THE POINT LAYING SEWER PIPE WITH RUBBER RING AND JOINTING MATERIAL INCLUDING EXCAVATION OF THE BELOW INVERT LEVEL OF THE PIPE AND TESTING OF THE LAID PIPE LINE COMPLETE EXCLUDING THE COST OF THE EXCAVATION OF THE EARTH AND REFILLING OF TRENCHES FROM GROUND LEVEL TO INVERT LEVEL OF PIPE.0.00 m -01.50 m BGL |
| 13 | 1.50 m -3.00 m BGL |
| 14 | CARTAGE OF 250MM DIA RCC HUME PIPE NP3 CLASSS AND SPECIALS FROM STORE TO SITE OF WORK,LAYING OF THE SAME PIPE IN TRENCHES IN DEPTH UP TO 0.00 TO 1.5M BBELOW THE GROUND LEVEL,TRUE TO ALIGNMENT CHOCKING THE POINT LAYING SEWER PIPE WITH RUBBER RING AND JOINTING MATERIAL INCLUDING EXCAVATION OF THE BELOW INVERT LEVEL OF THE PIPE AND TESTING OF THE LAID PIPE LINE COMPLETE EXCLUDING THE COST OF THE EXCAVATION OF THE EARTH AND REFILLING OF TRENCHES FROM GROUND LEVEL TO INVERT LEVEL OF PIPE.1.50 m -3.00 m BGL |
| 15 | CARTAGE OF 400MM DIA RCC HUME PIPE NP3 CLASSS AND SPECIALS FROM STORE TO SITE OF WORK,LAYING OF THE SAME PIPE IN TRENCHES IN DEPTH UP TO 0.00 TO 1.5M BBELOW THE GROUND LEVEL,TRUE TO ALIGNMENT CHOCKING THE POINT LAYING SEWER PIPE WITH RUBBER RING AND JOINTING MATERIAL INCLUDING EXCAVATION OF THE BELOW INVERT LEVEL OF THE PIPE AND TESTING OF THE LAID PIPE LINE COMPLETE EXCLUDING THE COST OF THE EXCAVATION OF THE EARTH AND REFILLING OF TRENCHES FROM GROUND LEVEL TO INVERT LEVEL OF PIPE.3.00 m -4.50 m BGL |
| 16 | PCC bedding craddle with 1:4:8 cement, coarse sand & 40 mm aggregate supply of all materials, labour T&P etc as per instruction of engineer-in-charge. |
| 17 | Construction of brick masonry manhole in first class brick of following types and sizes in cement mortar 1:4, P.C.C. top slab with 1:2:4, foundation concrete 1:2:4, inside & outside plastering 12 mm thick with cement mortar 1:4 finished with floating coat of neat cement and making channels in cement concrete with 1:2:s4, finished with floating coat of neat cement complete with including CI steps (PVC encapsulated) staggered at 0.3 m900 mm internal dia.,0.60 ---- 1.65 m deep with side slopes upto 560 mm internal dia. at top with precast R.C.C. cover 1:1.5:3 graded granite stone aggregate (12 mm nominal size), size of cover 760 mm dia. 100 mm thick with lifting arrangement to be provided over a clear opening of 560 mm dia. of manhole. |
| 18 | 1200 mm internal dia.,1.65 ---- 2.30 m deep with side slopes upto 560 mm internal dia. at top with precast R.C.C. cover 1:1.5:3 graded granite stone aggregate (12 mm nominal size), size of cover 760 mm dia. 100 mm thick with lifting arrangement to be provided over a clear opening of 560 mm dia. of manhole. |
| 19 | Construction of house connecting chamber size (600x600) and depth (0.70 to 0.90 m) including excavation, pcc, brick work and plastering inside and outside, fixing cover and frame with grouting. At site as per directionof engineer-in-charge. Please Enable Macros to View BoQ information |