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| 1 | Part A- Maintenance of Canal |
| 2 | Dismantling, clearing away and carefully stacking materials useful for reuse for any thickness of wall of rubble In cement mortar including disposal of debris within a distance of 150 metre outside the periphery of the area cleared as per the direction of the departmental officers at site |
| 3 | Demolishing and removing old cement plaster and disposal of debris within a distance of 150m Outside the periphery of the area cleared as per the direction of the departmental officers at site. |
| 4 | Earth work excavation in all classes of soil (Except hard/medium rock which requires blasting ) and depositing the Spoil on bank including breaking Clods , watering and consolidation by Ramming in 15 cm layer etc complete with all leads and lifts as per specification and as directed by the departmental officers at site . |
| 5 | Dry rubble masonry using good quality blasted rubble including cost and conveyance of all materials . Labour charges etc, complete with all leads and lifts as per specification and as directed by the departmental officers at site. |
| 6 | Random Rubble masonry in Cement Mortar 1:8 (one cement and eight sand) using 54kg of cement per One cubic metre of masonry with hammer dressed close finished joints without pinning and pointing the exposed faces of masonry with the same mortar simultaneously during the course of construction including the cost and conveyance of all materials and labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site. |
| 7 | Random Rubble masonry in Cement Mortar 1:6(one cement and six sand) using 72 Kg of cement per one cubic metre of masonry with hammer dressed close finished joints without pinning and pointing the exposed faces of masonry with the same mortar simultaneously during the course of construction including the cost and conveyance of all materials and labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site. |
| 8 | Random Rubble masonry in Cement Mortar 1:6(one cement and six sand) using departmental rubble 72 KG of cement per one cubic metre of masonry with hammer dressed close finished joints without pinning and pointing the exposed faces of masonry with the same mortar simultaneously during the course of construction including the cost and conveyance of all materials and labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site. |
| 9 | Cement concrete 1:3:6 (one cement :three sand: six broken stone ) using 20mm nominal size hard granite broken stone using 2.16 kg of cement per 10dm3 of concrete including all cost and conveyence .laying concrete, consolidating ,watering,curing etc complete with all leads and lifts as per specification and as directed by the departmental officers at site. |
| 10 | Plastering with cement mortar 1:3 (one cement and three sand )9mm thick one coat floated hard and trowelled smooth by using 43kg of cement per ten square meter of plastering including cost and conveyance of all materials,labour charges,watering, curing etc complete with all leads and lifts as per specification and as directed by the departmental officers at site. |
| 11 | Plastering with cement mortar 1:4 (one cement and four sand )15mm thick one coat floated hard and trowelled smooth by using 59kg of cement per ten square meter of plastering including cost and conveyance of all materials,labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site. |
| 12 | Reinforced cement concrete 1:2:4 (one cement ,two sand ,four broken stone) using 20mm nominal size )hard granite broken stone with 3.30 Kg of cement per 10dm3 concrete including cost and conveyence of all materials ,labour charges, laying concrete, watering, curing etc complete with all leads and lifts as per specification and as directed by the departmental officers at site but excluding the cost of reinforcement. |
| 13 | Reinforcement for RCC works, bent tied and placed in position using TMT steel (ISI) including all cost and conveyance,labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site. |
| 14 | Part B - Construction of Pump House |
| 15 | Earth work excavation in all classes of soil (Except hard / medium rock which requires blasting )and using the spoil for filling or forming bund including, watering and consolidation by ramming in 15cm layer etc complete with all leads and lifts as per specification and as directed by the departmental officers at site. |
| 16 | Reinforced cement concrete 1:1½:3 (One cement, 1½ sand, 3 broken stone) using 20mm (nominal size) hard granite broken stones for slab including all cost and conveyance of all materials, and all labour charges, watering, curing etc complete with all leads and lifts as per specification and as per the direction of departmental officers at site but including the cost of reinforcement.(Cement 4.32kg per 10dm3). |
| 17 | Reinforcement for RCC work using TMT Steel (ISI) bent tied and placed in position including all cost and conveyance of all materials and all labour charges etc complete with all leads and lifts as per specification and as per the direction of the departmental officers at site |
| 18 | Dry Rubble masonry for foundation under plinth beam including all cost and conveyance of all materials and all labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site |
| 19 | Supplying and fixing Anjily wood door, window and ventilator frames, including all cost and conveyance of all materials and all labour charges etc complete as per specification and as directed by the departmental officers at site |
| 20 | Supplying and fitting Jack wood fully panelled shutter of size 1.20x2.10m to suit the door frames already fixed, including all cost and conveyance of all materials and all labour charges etc complete as per specification and as directed by the departmental officers at site |
| 21 | Supplying and fitting Jack wood fully panelled shutters of size 1.10 x 1.50m. to suit the window frames already fixed, including all cost and conveyance of all materials and all labour charges etc complete as per specification and as directed by the departmental officers at site |
| 22 | Providing 10 mm Dia MS rods for windows and ventilators of 10 cm. c/c including all cost and conveyance of all materials and all labour charges etc complete as per specification and as directed by the departmental officers at site |
| 23 | White cement washing two coats including all cost and conveyance of all materials, labour charges etc complete as per specification and as directed by the departmental officers at site. |
| 24 | Painting with synthetic enamel paint two coats for new wood works over a priming coat including all cost and conveyance of all materials, labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site |
| 25 | Painting with synthetic enamel paint two coat over a priming coat already done for rolling shutter and top cover etc. including all costs and conveyance of all materials labour charge etc complete with all leads and lifts as per specificaton and as directed by the departmental officers at site |
| 26 | Supplying and fitting Iron fittings for doors, windows and Ventilators, including all cost and conveyance of all materials and all labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site |
| 27 | 100mm Iron butt hinges |
| 28 | 75mm Iron butt hinges |
| 29 | 100mm iron hooks&eyes |
| 30 | 200 anodised Aluminium Barrel tower bolts |
| 31 | Aluminium Al drop |
| 32 | 65 mm or nearest size 7 lever pad lock |
| 33 | Steel screws |
| 34 | Supplying and fitting G.I. pipe ladder with 2 Nos. vertical posts of 40 mm. pipe, horizontal of 25 mm. pipe 0.50 m. length for each at15cm. c/c. and hand rails of 25mm. pipe etc. complete including all cost and conveyance of all materials, charges for welding, fixing and all labour charges etc complete as per specification and as directed by the departmental officers at site |
| 35 | Random rubble masonry in cement mortar 1:8 (one cement, eight sand) including simultaneous pointing to the exposed faces with the same mortar simultaneously during the course of construction with all cost and conveyance of all materials, and all labour charges, watering curing etc complete with all leads and lifts as per specification and as directed by the departmental officers at site (Cement 54 kg/m3). |
| 36 | Cement concrete 1.3:6 (One cement, three sand, six broken stone) using 20mm broken stone for top of retaining wall and ramp using 2.16 kg of cement per ten dm3 of concrete including all cost and conveyance of all materials, hire charges of form work, watering, curing and all labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site (cement 2.16kg/10dm3) |
| 37 | Form work for reinforced cement concrete and cement concrete work including hire of wooden planks, joists, bamboo posts and labour for fixing form work and taking down after completion of work with all leads and lifts etc. complete as per specification and as directed by the departmental officers at site |
| 38 | Part C - Construction Of Suction Pit |
| 39 | Earth work excavation in all classes of soil (except hard/medium rock which requires blasting) and using the spoil for back filling or forming embankment wherever necessary including watering and consolidation by ramming in 15cm layers etc complete with all leads and lifts as per specification and as directed by the departmental officers at site |
| 40 | Dry rubble masonry including all cost and conveyance of all materials, and labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site |
| 41 | cement concrete 1:4:8(one cement, four sand, eight broken stone) using 40mm hard granite broken stones including all cost and conveyance of all materials and all labour charges, watering, curing etc complete with all leads and lifts as per specification and as directed by the departmental officers at site (Cement 171kg per one cubic metre) |
| 42 | Reinforced cement concrete 1:2:4 (One cement, two sand, four broken stone) using 20mm (nominal size) hard granite broken stones including all cost and conveyance of all materials and all labour charges, watering, curing etc complete with all leads and lifts as per specification and as directed by the departmental officers at site but excluding reinforcement. (Cement 3.30kg/10dm3) |
| 43 | Reinforcement for RCC work bent, tied and placed in position using TMT Steel (ISI), including all cost and conveyance of all materials and all labour charges etc complete with all leads and lifts as per specification and as per the direction of the departmental officers at site |
| 44 | Cement concrete 1:2:4 (One cement, two sand, four broken stone) using 20mm (nominal size) hard granite broken stones including all cost and conveyance, labour charges, watering, curing etc complete with all leads and lifts as per specification and as per the direction of departmental officers at site (cement 3.30Kg/10dm3) |
| 45 | Form work for reinforced cement concrete in slabs including hire of wooden planks, joists, bamboo posts and labour for fixing form work and taking down after completion of work with all leads and lifts etc, complete as per specification and as directed by the departmental officers at site |
| 46 | Part D - Extension of Canal |
| 47 | Dismantling, clearing away and carefully stacking materials useful for reuse for any thickness of wall of rubble in cement mortar including disposal of debris within a distance of 150 m. outside the periphery of the area cleared as per the direction of the departmental officers at site |
| 48 | Earth work excavation in all classes of soil (except hard/medium rock which requires blasting) and depositing the spoil on bank including breaking clods, watering and consolidation by ramming in 15cm layers etc complete with all leads and lifts as per specification and as directed by the departmental officers at site |
| 49 | Random rubble masonry in cement mortar 1:8 (One cement eight sand) for making up for bed of leading channel with hammer dressed close finished joints without pinning and pointing the exposed faces of masonry with the same mortar simultaneously during the course of construction including the cost and conveyance of all materials and labour charges etc complete with all leads and lifts as per specification and as directed by the departmental officers at site (cement 54kg/m³) |
| 50 | Random rubble masonry using departmental rubble in cement mortar 1:8 (One cement eight sand) with hammer dressed close finished joints without pinning and pointing the exposed faces of masonry with the same mortar simultaneously during the course of construction including the cost and conveyance of all materials and labour charges etc. complete with all leads and lifts as per specification and as directed by the departmental officers at site (cement 54kg/m³) |
| 51 | Cement concrete 1:4:8 (One cement, four sand, eight broken stone) by using 40mm broken stones including all cost and conveyance of all materials, labour charges, watering, curing etc. complete with all leads and lifts as per specification and as directed by the departmental officers at site (cement 171kg per one cubic metre) |
| 52 | Cement concrete 1:3:6 (One cement, three sand, six broken stone) using graded metal (60% 40mm and 40% 20mm, hard granite broken stones) including all cost and conveyance of all materials. watering, curing etc. complete with all leads and lifts as per specification and as directed by the departmental officers at site (cement 223.20kg/m3) |
| 53 | Cement concrete 1:3:6 (One cement, three sand, six broken stone) using 20mm.(nominal size) hard granite broken stones including all cost and conveyance of all materials, labour charges, watering, curing etc. complete with all leads and lifts as per specification and as directed by the departmental officers at site (cement 2.16kg /10dm3) |
| 54 | Plastering with cement mortar 1:3 (One cement and three sand) 9mm thick, one coat floated hard and trowelled smooth including all cost and conveyance of all materials, labour charges, watering, curing etc. complete with all leads and lifts as per specification and as directed by the departmental officers at site (Cement 43kg per ten square metre) |
| 55 | Reinforced cement concrete 1:2:4 (One cement, two sand, four broken stone) using 20mm (nominal size) hard granite broken stones for inlet and outlet cistern including all cost and conveyance of all material, labour charges, watering, curing etc. complete with all leads and lifts as per specification and as directed by the departmental officers at site but excluding reinforcement. (Cement 3.30kg/10dm3) |
| 56 | Reinforcement for RCC work, bent tied and placed in position (plain grill requiring bending cold) including cost and conveyance of all materials, labour charges etc. complete with all leads and lifts as per specification and as per the direction of the departmental officers at site |
| 57 | Form work for reinforced cement concrete work including hire of wooden planks, joists, bamboo posts and labour for fixing form work and taking down after completion of work with all leads and lifts etc complete as per specification and as directed by the departmental officers at site |
| 58 | Part E - Supply & erection of pipe & fittings for new motor. |
| 59 | Supplying 400mm dia M.S. Pipe 8mm shell thickness with ISI specification including cost and conveyance tax, etc. complete as per the direction of departmental officers at site |
| 60 | Supplying 400mm dia M.S.flange 16mm thick with ISI specification including cost and conveyance, tax, etc. complete as per the direction of departmental officers at site |
| 61 | Welding M.S. pipe having 8mm shell thickness by two line electrical arc welding including all cost and conveyance, etc. complete as per the direction of departmental officers at site |
| 62 | Flange jointing 8mm thick MS pipe to MS flange 16mm shell thickness by two line arc welding, etc complete as per the direction of departmental officers at site |
| 63 | Jointing 400mm dia MS flanged pipe to lines and levels including IR sheet 1.50 to 3mm thick cut to suitable size of pipe and bolt holes, bolting with 12 nos. of 90mm long 20mm dia or nearest size MS bolts, nuts and washer including all cost and conveyance of all materials.etc. complete as per the direction of departmental officers at site |
| 64 | Erecting 400mm dia MS pipe in lines and levels and its accessories with initial lead and lift to top by using mechanical devices such as pulley, winches, etc. including necessary scaffoldings.etc. complete as per the directions of departmental officers at site. Please Enable Macros to View BoQ information |
