| 1 | Laying of VDCC road | NA | 135.72 | 1 Cum | 171.00 | 23208.00 |
| Carting the excavated earth to a lead of 10 KMS including Labour chargess for loading and unlosding, transportation etc. complete as per specification |
| 2 | Laying of VDCC road | NA | 1832.80 | 1 RMT | 62.49 | 114532.00 |
| Saw cut joints for freshly laid concrete pavment including all material and laobur charges etc.complete |
| 3 | Laying of VDCC road | NA | 904.80 | 1 Sqm | 28.75 | 26013.00 |
| Curring compound including spraying at 0.25 lts/sqm |
| 4 | Laying of VDCC road | NA | 904.80 | 1 Sqm | 75.00 | 67860.00 |
| Vaccum drying of frehly laid cemetn concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccump ressure 0.7-0.8 atmospheres as per the standard procedure, floating with power floater, mechnical traweling, finishing with sound edges and corners, including hire and operational charges of machinery labour, fule etc., complete for finished item of work as directed by Engineer-in-charge of the work (As per Quotation) |
| 5 | Laying of VDCC road | NA | 135.72 | 1 Cum | 5227.05 | 709415.00 |
| Supply and placing of the M-30 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 400Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer,pumping and laying concrete, centering and vibrating, curing and finishing etc. complete, including seigniorage charges and cost of steel and its fabrication charges for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC road |
| 6 | Laying of VDCC road | NA | 45.24 | 1 Cum | 4453.05 | 201456.00 |
| Supply and placing of the M-10 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 220Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete, centering and vibrating, curing and finishing etc. complete, Excluding seigniorage charges and cost of steel and its fabrication charges for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads. |
| 7 | Laying of VDCC road | NA | 45.24 | 1 Cum | 270.26 | 12227.00 |
| Dismantling of existing structures like concrete, grade M10 including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and initial lead (By Manual means in Cement concrete grade M-10 & Below) |
| 8 | Laying of VDCC road | NA | 90.48 | 1 Cum | 653.78 | 59154.00 |
| Dismantling of existing structures like concrete, grade M15 and above including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and initial lead (By Mechanical means in Cement concrete grade M-15 & M-20) |
