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| 1 | BT ROAD |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of treescut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 mtrs including removal& disposal of top organic soil not exceeding 150 mm in thickness including all labour, T & P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge. |
| 3 | Earth work in excavation in foundation in hard soilincluding hard moorum, stony earth mixed with boulders (except sheet rock & boulders requiring blasting) with all leads & lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads & lifts including cost of all labour, cess & T&P and dewatering if required for the work etc. complete and as directed by the Engineer-in-charge. |
| 4 | Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by machanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including royalty charges and cost of all materials labour charges,machineries, T & P cess etc required for the work complete as per direction of E.I.C |
| 5 | Providing & laying 75mm compacted thickness of WBM specification with following size of IRC graded metal of approved quality from approved quarry and spreading on the road surface uniformly metal to specified thickness and hand packing the voids with small stones to proper camber and grade conveying moorum from stacks stacked at work site or at approved stacking yard including labour charges of moorum spreading over the metal surface filling the interstices of metal and consolidation with three wheeled steel Roller 8 to 10 tonnes in stage of proper grade & camber & turfedging including hire and running charges of Roller and all other machineries including all labour, T&P and cost, conveyance royalty & taxes of all materials required for the work with cess etc complete in all respect as per specification and direction of the Engineer-in-charge.i) IRC Gr-II Metal |
| 6 | ii) IRC Gr-III Metal |
| 7 | Providing & laying sub base using laterite moorum of approved quality from approved quarry & CBR value more than 20 spreading on road surface to required slope & camber including watering & compacting to the required density with 8T-IOT PRR to the required thicknes including cost, conveyance, royalty T&P taxes of all materials required for the work with hire & running charges of PRR & Cess etc complete as per specification & direction of Engineer-in-charge. |
| 8 | Providing and laying tack coat over the prepared surface of penetration grade of bitumen (80/100) after scrapping clearing the road surface with cost conveyance royality T &P taxes of bitumen & other all materials including hiire and running charges of Tar boiler and labour charges as required for the item of work etc complete including cess as per specification & direction of Engineer-in-charge.Over grannular surface 3.00 Kg/10 sqm |
| 9 | Providing & laying 20mm thick premix carpet using 0.18 Cum of 13.2 mm and 0.09 cum of 11.2 mm size chips for 10sqm on road surface using 14.60 Kg. penetration grade of bitumen (80/100) for 10 Sqm over the prepared surface including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles and also including cost conveyance royalties & taxes of chips and bitumen with cost of all labour charges & cess etc complete as per specification and direction of the Engineer-in-Charge. |
| 10 | Providing and laying 6mm thick pre-coated seal coat type ‘B’ using 0.06 cum of 6.7 MMsize h.b.g. chips and down graded as per sieve analysis per 10 Sqmand 6.8 Kg ofbitumen(80/100) for 10 sqm on the road surface area & rolling with PRRincluding hire and running charges of PRR and all othermachineries, cost, conveyance & royality ofmaxphalt, 6mm size hard black granite chips with all labour, T&P and Cess required for the work etc complete as per specification & direction of Engineer-in-Charge. |
| 11 | Retaining wall |
| 12 | Earth work in excavation in foundation in hard soilincluding hard moorum, stony earth mixed with boulders (except sheet rock & boulders requiring blasting) with all leads & lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads & lifts including cost of all labour, cess & T&P and dewatering if required for the work etc. complete and as directed by the Engineer-in-charge. |
| 13 | Providing & filling manualy with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, royality, taxes of all materials and cost of alllabour & T & P as required for the item of work including cess etc complete as per specification & direction ofEngineer-in-charge. |
| 14 | Providing and laying plain cement concrete of M-15 of controlled qualityhaving a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strengthof approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyanceroyalitteisand taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. i) In Foundation |
| 15 | ii) In substructure |
| 16 | Providing weep holes in abutments and wing walls using 10 CM dia AC pipes including metal spall backing in rear side etccomplete including centering and shuttering if required, with cost, conveyance of all materials, labour with T & P, Cess, required for the work and as per direction of EIC. |
| 17 | Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by machanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including royalty charges and cost of all materials labour charges,machineries, T & P cess etc required for the work complete as per direction of E.I.C |
