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NTID 46521274
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💬 Talk to Our Bidding ExpertRepair maintenance Of Pqc Road in Naliya - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Repair maintenance Of Pqc Road" in Naliya, India.
- Opening Date : Mon 21st September, 2026
- Closing Date : Fri 18th September, 2026
- ₹ 2991000.00
- NTID 46521274
Key Values: Document Cost: 500.00 | EMD: 60000.00 | Estimated Cost: 2991000.00
Tender Description
Repair/maintenance Of Pqc Road/hardstanding Etc At Af Stn Naliya
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
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
60000.00 -
Document Cost
500.00 -
Estimated Cost
2991000.00
BOQ Items Total Items : 10 | Total Qty : 1598.27
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Demolition of PQC/DLC of any description and in any position any thickness below or above ground level, all as specified and as directed including removal of debris outside MD land. Note:- Debris shall be removed outside MD land. Location, where debris shall be removed shall be the responsibility of the contractor and no any extra charges shall be paid to contractor on this regard. | 260.48 | Cubic Metre |
| 2 | M & L for Providing and Laying Dry lean Concrete (DLC) 100 mm thick of aggregate gradation as per Table 1 of SP49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting usign high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge work 2013 complete all as specified and as directed. | 55.9 | Ten Square Metre |
| 3 | M & L for sand cushion with clean river sand duly clear of residual , organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. (No additional amount to be paid for overlap) | 8.14 | Cubic Metre |
| 4 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) ISI marked, water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm. Note: Net area of sheet in contact with PQC (without allowance of lap) shall be measured for payment purpose. | 814 | Square Metre |
| 5 | M&L for Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5Mpa, aggregate gradation as per Table 3 of IRC 15 - 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone of gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length (@ 0.90 Kg - 1.00 Kg per cum as per design mix) specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15 - 40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with double beam screed vibrator of minimum 7.50 m width, including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause -10.1.14 and Tabl- 9 of IRC 15-2017. Note: Triangular recron fibre shall be measured and paid seperately. | 179.08 | Cubic Metre |
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