|
| 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 | 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 |
| 3 | 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) |
| 4 | Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes ( Crusher broken) to water bound macadam (WBM!!!) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (WBM!!!) |
| 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 | 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 |
| 7 | 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 |
| 8 | Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand )Sl. No. 7.7.1 |
| 9 | Cement Plaster ( In Coarse sand ) 12 mm thick plaster of mix: 1:4 (1cement:4 coarse sand ) Sl. No. 13.4.1 |
| 10 | 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. ( 450 mm dia ) MORD 1100 |
| 11 | S/F of sign board |
| 12 | ( Rates in BOQ are exclusive of G.S.T. Amount ) |
