|
| 1 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:(a) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 2 | 12 mm cement plaster of mix : (a) 1:6 (1 cement: 6 fine sand) |
| 3 | 15 mm cement plaster on the rough side of single or half brick wall of mix : (a) 1:6 (1 cement: 6 Fine sand) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Finishing walls with water proofing cement paint of required shade :(a)New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 6 | Engaging Hydraulic excavator for Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish/ malba from various DDA vacant land, plotted pockets and portions of road berms in the vicinity & dressing the ground etc. complete as per direction of Engineer-in-charge. |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level from portions of footpath and road bermsand removal of rubbish up to a distance of 50 m outside theperiphery of the area cleared as per direction of Engineer-in-Charge.. |
| 8 | Cleaning and sweeping of Roads(above 60ft. R/W road), including cutting of unwanted vegetation developed, carriage & collection of garbage, rubbish/malba of all type, dead animals, birds etc. to the dustbin/collection point within the area or around the scheme area as per direction of Engineer-in- Charge. Note: 1. Sweeping is to be done Three Times in a week for 6 months. 2.The payment to the agency shall be made only after submission of ECS record of labour payment. 3. No. of sweepers required for one time sweeping of all the roads above 60 Ft. ROW. = 203347/9290 = 21.88 say 22 No.s |
| 9 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 10 | Providing and placing in position 125 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 11 | Providing and placing in position 150 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 12 | Amount after applying GST multiplying factor @1.0633 : =5204007.02 |
| 13 | Add cost index @ 7% |
