| 1 | 1 | EARTH DAM SECTION:\nDismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead | | 200.12 | Cum |
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| 2 | 2 | Excavation in all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock & boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow areas including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 1.5m initial lift as per the direction of Engineer-in-charge including stacking of useful materials as directed. | | 175.839 | Cum |
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| 3 | 3 | Excavation of any approved type of soil in approved borrow area by mechanical means and loading into and transported by mechanical means and unloading the soil on within initial lead of 2Km on properly prepared and scientifically approved surfaces including spreading and leveling the earth in 30 cm in layers in embankments of dam for all heights including ramming and watering etc complete as per the direction of the Engineer-in-Charge. (Measurement of the fill to be taken on the finished compaction section) | | 507.373 | Cum |
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| 4 | 4 | Excavation of foundation in hard soil as per the approved profile and section , conveying and depositing the excavated materials , with the initial lead of 50m and two extra lift, over the embankment of dam wherever necessary as per the approved profile and as directed by the Engineer-in- charge. | | 170.475 | Cum |
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| 5 | 5 | Plain Cement Concrete grade M-15 using 20mm and down graded black hard granite crusher broken chips using cement, coarse and fine aggregates of approved quality, mixed in a concrete mixer of not less than 0.2 cum capacity / appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, laying and fixing of 125 micron thick polythene film (in bed), spreading the concrete with shovels, rakes, compacted using needle / screed / plate vibrator and finished in continuous operation including provision of construction joints, curing of concrete for 14-days, as per the direction of Engineer in Charge. | | 1332.9 | Cum |
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| 6 | 6 | Fine dressing and turfing the slopes of the dam / dyke / canal embankment with compacted dub grass with initial lift and lead including all labour T&P required for the work in all respect as per the direction of the Engineer in charge. | | 7995.44 | Sqm |
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| 7 | 7 | Finishing walls with water proofing cement paints to wall including prepared clean surface with all cost, conveyance, taxes of materials and labour, T&P and scaffolding to all height required for the work etc complete as per the direction of the Engineer-in-charge. | | 9092 | Sqm |
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| 8 | 8 | Labour for spreading metal to proper camber and consolidation with H.R.R. including watering and turf edging but excluding cost and conveyance of metal and filler materials . | | 240.9 | Cum |
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| 9 | 9 | Removing old revetment and approns and repacking with old stones . | | 1445.4 | Cum |
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| 10 | 10 | Shoring and shuttering for C.C. / R.C.C. foundation, Plinth band, Footing base of column, mass concrete, Partitioning filter materials in cross drains and in junction of longitudinal cross drains, Trough wall etc, and removing them after laying of filter materials and concrete.\n | | 1903.47 | Sqm |
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| 11 | 11 | Earth work in oridinary soil within 50 m initial lead and 1.5 m initial lift includingrough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 m in depth and as per direction of the Engineer- In -Charge . \n\n | | 337.013 | Cum |
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| 12 | 12 | DAM TOP ROAD SECTION:\nClearing the exist black topped surface with removal of foreign materials with brooms or soft bushes and finally dusting with old gunny bags and or compressed air to receive bituminous . | | 13119.6 | Sqm |
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| 13 | 13 | Labour for spreading metal and packing the voids with small stones and hand packing the same to proper camber including conveying spreading of all filler materials and filling the interstices by spreading the same over the surface , watering and consolidation with PRR complete but excluding cost and conveyance of metal and filler materials . | | 663 | Cum |
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| 14 | 14 | Providing & applying tack coat with bitumen emulsion on primed surface of granular base including clearing of road surface and spraying primer at the rate of 0.20kg per sqm by mechanical means as per clause of 503 of MoSRT & H specification for road and bridge works.(4th revision). | | 13227.8 | Sqm |
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| 15 | 15 | Providing and laying 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed stone chipping and 14.6 kg penetration grade of bitumen for 10 sqm . Including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR , hot mix plat , bitumen boilers and all other T& P articles including cost , conveyance of chips and bitumen complete as per specification and direction of Engineer - in - Charge . | | 13674.7 | Sqm |
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| 16 | 16 | Providing and laying 6 mm thick precoated sealcoat Type - B using 0.06 cum of 6.7 mm size chips 6.8 kg of 60/70 penetration grade of bitumen for 10 sqm . With 100 to 120 TPH HMP by transporting the hot mix to work site laying with a mechanical paver finisher to the required grade , level and alignment as per Clause 513 of MoSRT&H specification for Road and Bridge . | | 13674.7 | Sqm |
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| 17 | 17 | Binding road surface with sand 6 mm thick \n( labour only ) | | 13119.6 | Sqm |
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| 18 | 18 | Providing weep holes in RCC abutment, wing wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V) : 20(H) toward drawing face complete as per drawing and Technical specification. | | 63 | Mtr |
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| 19 | 19 | Removing old lime or cement plaster from wall including racking out joints 12 mm deep and removing the debries within 50m lead. | | 9048 | Sqm |
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| 20 | 20 | 20mm thick Cement Plaster in C.M.( 1:4 ) with all labour, T&P, scafflding, cost, conveyance, royalty and all other taxes etc complete as per the direction of the Engineer in charge. | | 9048 | Sqm |
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