| 1 | VDCC | 0.0 | 240.00 | Cum | 201.10 | 48264.00 |
| Carting the excavated earth to a lead of 15 KMS including Labour chargess for loading and unlosding, transportation etc. complete as per specification |
| 2 | VDCC | 0.0 | 1200.00 | Rmt | 65.00 | 78000.00 |
| Saw cut joints for freshly laid concrete pavement including all material and labour charges. |
| 3 | VDCC | 0.0 | 210.00 | Lit | 29.75 | 6248.00 |
| Curing compound including spraying at 0.25 lts/sqm. |
| 4 | VDCC | 0.0 | 840.00 | Sqm | 75.00 | 63000.00 |
| Vacuum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8, atmospheres as per the standard procedure, floating with power floater,mechanical trawelling,finishing with sound edges and camers including hire and operational charges of machinery, labour, fuel etc, complete for finished item of work as directed by Engineer-in-charge of the work ( As per Quatation). |
| 5 | VDCC | 0.0 | 135.87 | Cum | 5227.04 | 710198.00 |
| 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 etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete 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 Roads. |
| 6 | VDCC | 0.0 | 78.63 | Cum | 4453.04 | 350143.00 |
| 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 etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete 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 Roads. |
| 7 | VDCC | 0.0 | 60.00 | Cum | 226.77 | 13606.00 |
| Earth work excavation for foundations and depositing on bank for all lifts with an initial lead of 10m including all operational ,incidental, labour charges such as shoring, sheeting ,planking ,strutting etc complete for finished item. excluding dewatering charges etc. as per SS-20B (APSS 308) |
| 8 | VDCC | 0.0 | 120.00 | Cum | 653.78 | 78454.00 |
| Dismantling of existing structures like concrete, grade M15 and above including T&P and scoffolding whereever 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) |
| 9 | VDCC | 0.0 | 60.00 | Cum | 270.26 | 16216.00 |
| 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) |
