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NTID 42535547
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💬 Talk to Our Bidding ExpertLaying Of Missing Sewer Line I in Meerut - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Laying Of Missing Sewer Line I" in Meerut, India.
Meerut Development Authority
Meerut, Uttar Pradesh, India
NTID 42535547
- Opening Date : Sat 29th November, 2025
- Closing Date : Fri 28th November, 2025
- ₹ 11600000.00
- NTID 42535547
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
232000.00 -
Document Cost
5700.00 -
Estimated Cost
11600000.00
BOQ Items Total Items : 9 | Total Qty : 22874.46
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | DSR/23/2.10.1.3 - Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (0.7418 X 549.75 - 407.80) | 2735.00 | RMT |
| 2 | DSR-2023/item no. 2.20.1 - Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth not exceeding 1.5 m - (0.7418x72.05)) | 8205.00 | SQM |
| 3 | DSR Code 2.20.2 - Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth exceeding1.5 m but not exceeding 3 m - (0.7418x81.60) | 8205.00 | SQM |
| 4 | DSR-23, 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources(6812x0.7418 - 5053.14) | 446.96 | Cum |
| 5 | DSR/23/19.6.3 - Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia.RCC. pipe. 0 to 1.5 (0.7418x899.80 = 667.47) | 375.00 | RMT |
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