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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.4 LAccepted-AOC 47 SHIVJI NAGLA MATHURA | ₹8.4 L | 1 | Accepted-AOC AOC |
| 2 | 2₹8.5 L+₹19,460.31 (2.33%)Rejected-Finance | ₹8.5 L+₹19,460.31 (2.33%) | 2 | Rejected-Finance Higher Rates |
| 3 | 3₹8.6 L+₹20,798.85 (2.49%)Rejected-Finance | ₹8.6 L+₹20,798.85 (2.49%) | 3 | Rejected-Finance Higher Rates |
| 4 | 4₹8.6 L+₹25,535.22 (3.06%)Rejected-Finance NAI BASTI VIKAS NAGAR BAJNA PUL KE PASS MATHURA DISTRICT MATHURA | MATHURA | UTTAR PRADESH | 209402 | ₹8.6 L+₹25,535.22 (3.06%) | 4 | Rejected-Finance Higher Rates |
| 5 | 5₹9.9 L+₹1.5 L (18.4%)Rejected-Finance | ₹9.9 L+₹1.5 L (18.4%) | 5 | Rejected-Finance Higher Rates |
Tender Value
₹10.7 L
EMD Value
₹1.1 L
Closing Date
2 Feb 2026, 12:30 pmClosed
Executive Engineer
CD1 PWD Mathura
Special Repair work of Nagla Kheda link Road (Vidhan Sabha Mant) in District Mathura
2026_CEAGR_1109900_4
29/A9/2025-26 Dt.06.01.2026
Open Tender
Civil Works
Lump-sum
60 days
Mathura
Special Repair work of Nagla Kheda link Road (Vidhan Sabha Mant) in District Mathura
2 documents required · 2 mandatory
₹770
₹1.1 L
Yes
6 Apr 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. As per SOR Chapter No. 5 Sl No. 21
Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 53~22.4mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work as per MORD specifications no 405.
Providing & applying Tack Coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.30 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503 (Rates are including cost of Bitumen)
Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitable plant, laying & rolling with a three wheeled 80-100KN Static Roller capacity, finished to required level & grades Bitumen (VG-10) @ 14.6 Kg./ 10 sqm. area for premixing including all Taxes, Material, Labour and T&P etc required for proper completion of the work, as per MORD specification No. 508. (Rates are including cost of Bitumen)
Providing and laying seal coat type "C" sealing the voids in a bituminous surfsce P.C. surface laid to specified levels grade and cross fall using with 6.7 mm nominal size grit of approved quarry @ 0.09 cum per 10sqm with Bitumen (VG-10) @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material , Labour & T&P etc. as per Clause 510 case-III of MORD Specification. (Rates are including cost of Bitumen)
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.SI No- 12.1 as per S.I. No. 1, Ch.No.-6
PCC 1:3:6 in Foundation - Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing. as per S.I. No. 3, Ch.No.-6
Supply & Laying of Compacted 22.4~53 Stone Ballast under hume pipe
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in as per DSR No. 6.1.1 (Cement mortar 1:4 (1 Cement : 4 coarse sand)
Supply & Laying & fixing of 350mm N.P.-3 Hume pipe in proper position as directed by E/l including cartage of pipes/collars upto 30m distance.
Supply & Laying & fixing of 600mm N.P.-3 Hume pipe in proper position as directed by E/l including cartage of pipes/collars upto 30m distance.
Plastering with cement mortar 1:3 on brick work in sub-structure complete as per drawing and Technical Specifications Clauses 1300 & 2200 as per SOR SI.N0-20, Ch.No.-06
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