Tender For Construction of connecting road from main road to Kamal Baiswars house in Gram Panchayat Chatarwar (Tola Makravani)- 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 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 on edge pavement on pataries with bricks laid dry joints field with lcal sand including preparation of base to proper and ets ramming including supply of all material ,labour and T&P etc complete as per s.i. no 765 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 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 13 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 14 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 15 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 16 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 17 Pointing on Stone Work with cement mortar 1:3 ( 1 cement : 3 fine sand ) : Raished and cut pointing DSR Sl. No. 13.33.2 18 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 19 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 20 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 21 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 22 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 23 Providing of 50 MM outer dia (CPVC)Chlorinated Polyvinyl- chloridepipe for weep holeBasic 8641 24 Dewatering of water by Centrifugaal water pump Basic PM85001
