Agra Municipal Corporation has published Tender For Zone-4 Sr No-42 Construction Work Of Damaged Culverts In Front Of Hukum Singh And Haribabu Near Jitendra Sharma, Sanju Sharma Tent House And Sanjeev Nagar Sonu, Thakur And Rupendra School In Yamunapar Shobha Nagar Bhagwati Bagh.. Submission Date for this Tender is 03-12-2022. Culvert Tenders in agra Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismantling Reinforced Cement Concrete or Reinforced brick work including stacking of materials as directed by E/IC with in a distance of 60 meters (200 feet). (17-Chapter PWD. No.694) |
| 2 | Dismantiling brick work or stone work in lime or cement mortar and including stacking ofmaterials as directed by E/IC with in a distance of 60meters (200 feets). (17-Chapter Si.No.5) |
| 3 | Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter Sr.No.1) |
| 4 | Providing of Bandha for diversion of NALA etc. all complete.(None Scheduled) |
| 5 | Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 Stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter Sr.No.1) |
| 6 | Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, laborand tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 Sr.No. 2) |
| 7 | 12mm thick cement plaster in single coat of fair side of single of half brick wall forinterior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive. (c) 1 Cement : 4 Coarse sand. (Chapter No.13 Si.No.2) |
| 8 | Providing and laying Cement Concrete in 1:2:4 of not less than strength of M-15 stone grit (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(5-Chapter Sr.No.6 Si.No..4.1.3) |
| 9 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in R.C.C Slabexcluding supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150.(5-Chapter Sr.No.11) |
| 10 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor. (Chapter No. 10 S.I. No. 504(B)) |
| 11 | Providing and Stacking 22.40-53mm guage stone aggregates of specific sizes to water bound macadam specification including etc all complete.(NS) |
| 12 | Supply and Laying stone dust etc all complete. |
| 13 | Consolidation/Compaction of stone ballast 10cm thick (loose) coat including repairing of patches picking up to old surface spreading, ballast making medhies to retain water and carriage of metal upto 30m carriage of water upto 200m maintenance of barriers and all labour T&P including road roller charges etc. required for proper completion of work the stone ballast is to be supplied to the contractor free of cost at site. |
| 14 | Supply & fixing of pre-cast M-30 cement concrete RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, Strength should not less than M-30. (tiles shape decided by Engineer-in-charge with ISI Mark)(Chapter No.20 Si.No.14-E) |
| 15 | Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (NS) |
| 16 | Cartage of Earth/Malva up to 90 meters by head load(3 Chain only) including loading & unloading etc. all Complete. (3-Chapter Sr..No.234) |
| 17 | Sub Total (A) |
| 18 | Deduction Cost of Material Old workable bricks etc. all complete. |
| 19 | Diduction of cost brick/bats. (Chapter No.1 Sr.No.2(c)) |
| 20 | Sub Total (A) |
| 21 | Sub Total (A-B) |
| 22 | Add 18% G.S.T. |
| 23 | Sub Total |
| 24 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 25 | Grand Total |
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