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| 1 | Clearinggrass and removal of rubbish up to a distance of 50 m out side the periphery of the arae cleared. Sl. No.2.32 |
| 2 | 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 |
| 3 | 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 |
| 4 | 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 |
| 5 | Cement Concrete Pavement : Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base with 43 grade cement or any other type as per clause 1501.2.2.M-30 grade coarse sand and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and aproprete weigh batcher using approved mix design laid in a approved fixed site form work (steel chanel) laing and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, spreading the concrete with sholves rackes, compacted using needle screed and plate vibrators and finished in continous operation including provision of conraction and expansion,construction joints, applying debonding strips, primer, sealent dowel bars, near approches to bridge / cukvert and construction joints admixtures as approved curing of concrete slab for 14 days. using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 |
| 6 | 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 |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 |
| 10 | 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 |
| 11 | 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 |
| 12 | Pointing on Stone Work with cement mortar 1:3 ( 1 cement : 3 fine sand ) : Raished and cut pointing Sl. No. 13.33.2 |
| 13 | 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 |
| 14 | Providing of 50 MM outer dia (CPVC)Chlorinated Polyvinyl- chloridepipe for weep holeBasic 8641 |
| 15 | Running of 5HP Pump for Dewatering of water |
| 16 | Construction of embankment with approved material obtained from borrow pits (forcarted earth up to 1000m) with a lift upto 1.5 m, trasporting to site, spreding, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 310.5 |
| 17 | Construction of granular sub-base by providingready mix material spreading in uniform layers with motor grader on prepared surfaceand compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMCcomplete as per Technical specification Clause 401. (GSB) |
| 18 | Providing and laying in position specified grade of reinforcement cement concrete excluding the cost of centering , shuttering , finishing and reinforcement - All work up to plinth level 1:1.5:3 ( 1cement:1.5 coarse sand (zone-!!!) derieved from natural sources : 3 graded stone aggregate 20 mm nominal size derioived from natural sources ) DSR 5.1.2 |
| 19 | Reinforced cement concrete work in walls (any thickness ) including attached pilasters, buttresses, plinth and string coarses, fillets, columns, pillars, Piers, abutment, posts and strurs etc above plinth level up to floor five level excluding cost of centrening, shuttering, finishing and reinforcement 1:1.5:3 ( 1cement:1.5 coarses sand (zone !!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR 5.2.2 |
| 20 | Cenering and shuttering including strutting, propping etc. and removal of from for foundation, footing,base of column ,etc for mass concrete DSR Sl. No.5.9.1 |
| 21 | Cenering and shuttering including strutting, propping etc. and removal of from for Columns, Pillars, Piers abutmebt Posts and StrutsDSR Sl. No.5.9.6 |
| 22 | 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 |
| 23 | 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 |
