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| 1 | Clearing grass and removal of rubbis up to distance of 30 m out side the perphery of the area as pertechnical specification clause 2.2 |
| 2 | construction of Embankment with aprovedMaterial deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 |
| 3 | Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 4 | Providing and laying WBM grade with 45-63 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P |
| 5 | Providing and laying WBM grade with22.4-53 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P |
| 6 | Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. DSR 2023 SI 16.8.1 |
| 7 | providing and laying prime coat bitumen emulsion (SS-1) on prepaired surface of grangular base including cleanning of road surface and primer at the rate of .085 km /sqm using mechanical means as per technical specification clause 502 (including cost of bitumen) |
| 8 | providing and layinig tack coat with bitumen emulsion using emulsion distributer at the rate of 0.25on the prepared grangular surface treated with primer &cleaned clause 503 (including cost of bitumen) |
| 9 | providing and layinig and rolling of open graded premix carpet of 20 mm thickness composed of 13.20 mm to 5.6 mm aggregates either using penetration grade bitumen or to required line ,grade bitumen &level to serve as wearig course on previously prepared base including mixing in a sutaible plant,laying and rolling with a three wheel 80 -100 kn static roller capacity ,finished to required level and grdes as per technical specification clause 508(including cost of bitumen) |
| 10 | providing and laying seal coat the voids in a bitumenous surface to specification levels grade &cross fall using type B as per technical specifiction clause 510(including cost of bitumen) |
| 11 | Construction of subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 |
| 12 | Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m.DSRSl.No. 2.8.1 |
| 13 | Providing and in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 ( 1 cement:4 coarse sand (zone !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8 |
| 14 | Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand ) DSRSl. No. 7.7.1 |
| 15 | Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 ( 1 cement:2 coarsesand ( zone- !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) DSRSl. No. 4.1.3 |
| 16 | Pointing on Stone Work with cement mortar 1:3 ( 1 cement : 3 fine sand ) : Raished and cut pointing DSR Sl. No. 13.33.2 |
| 17 | Providing and laying Reinforcement cement concrete pipe Np3 ( burried conducts) on first class bedding of granular material in Single row including collar with cement mortar 1:2 but excluding excavation, protection work, backing, concrete and masonary works in head walls and parapet. ( 600 mm dia ) MORD 1100 |
| 18 | Clearinggrass and removal of rubbish up to a distance of 50 m out side the periphery of the arae cleared. Sl. No.2.32 |
| 19 | Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m. Sl.No. 2.8.1 |
| 20 | Excavation work by mechanical means ( Hydraulic excavatory ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in widyh or 10 sqm on plain), including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soils as directed, with in a lead of 50 m. Sl.No. 2.9.1 Ordinary rock |
| 21 | Providing and in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 ( 1 cement:4 coarse sand (zone !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources )Sl.No. 4.1.8 |
| 22 | Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand ) DSRSl. No. 7.7.1 |
| 23 | Coursed Rubble Masonary with hard stone ( 1st or 2nd short )in superstructureabove plinth level and upto floor five level. Masonary work (2nd short ) in Cement mortar 1:6 ( 1 cement :6 coarse sand ) DSRSl. No. 7.8.2 |
| 24 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of cenering, shuttering finishing and reinforcement with 1:1.5:3 ( 1 cement:1.5 coarse sand(Zone !!!) derived from natural sourses:3 graded stone aggregate 20 mm nominal size derived from natural sources)Sl.No. 5.3 |
| 25 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth. Thermo-Mechanically Treated of grade Fe-500Q or more Sl. No. 5.22A.6 |
| 26 | Cenering and shuttering including strutting, propping etc. and removal of from for Suspended floors, roof, landing, balconies and acccess plateform Sl. No.5.9.3 |
| 27 | Pointing on Stone Work with cement mortar 1:3 ( 1 cement : 3 fine sand ) : Raished and cut pointing Sl. No. 13.33.2 |
| 28 | Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 ( 1 cement:2 coarsesand ( zone- !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) Sl. No. 4.1.3 |
| 29 | Providing of 50 MM outer dia (CPVC)Chlorinated Polyvinyl- chloridepipe for weep holeBasic 8641 |
| 30 | Running of 5HP Pump for Dewatering of water |
| 31 | Construction of subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 |
| 32 | Clearinggrass and removal of rubbish up to a distance of 50 m out side the periphery of the arae cleared. DSR Sl. No.2.32 |
| 33 | Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m.DSR Sl.No. 2.8.1 |
| 34 | Excavation work by mechanical means ( Hydraulic excavatory ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in widyh or 10 sqm on plain), including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soils as directed, with in a lead of 50 m. DSR Sl.No. 2.9.1 Ordinary rock |
| 35 | Providing and in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:3:6 ( 1 cement:3 coarse sand (zone !!!) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.6 |
| 36 | Random Rubble Masonary with hard stone in foundation and plinth including levelling up width cement concrete 1:6:12 ( 1 cement:6 coarse sand :12 graded stone aggregate 20 mm nominal size )up toplinth level with : Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) DSRSl. No. 7.1.1 |
| 37 | Random Rubble Masonary with hard stone in superstructure above plinth level and upto floor five level, including levelling up width cement concrete 1:6:12 ( 1 cement:6 coarse sand :12 graded stone aggregate 20 mm nominal size ) at window sills, cieling level and the like with : Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) DSR Sl. No. 7.2.1 |
| 38 | Pointing on Stone Work with cement mortar 1:3 ( 1 cement : 3 fine sand ) : Raished and cut pointing DSR Sl. No. 13.33.2 |
| 39 | Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 ( 1 cement:2 coarsesand ( zone- !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) DSRSl. No. 4.1.3 |
| 40 | Providing of 50 MM outer dia (CPVC)Chlorinated Polyvinyl- chloridepipe for weep holeBasic 8641 |
| 41 | Running of 5HP Pump for Dewatering of water |
