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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.2 LAccepted-AOC A 23 GUKUL DHAM VERAJ ROAD AURANGABAD KHADAR MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹81.2 L | L1 | Accepted-AOC Preparation Bond for Rs. 8119862.16 Only |
| 2 | L2₹81.5 LRejected-Finance S 2 92 RUKMANI BIHAR GOL CHAURAHA KESHAV DHAM ROAD VRINDAVAN MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹81.5 L | L2 | Rejected-Finance Rejected due to higher Rates |
| 3 | L3₹90.4 LRejected-Finance 7C GOVIND NAGAR MATHURA | MATHURA | ₹90.4 L | L3 | Rejected-Finance Rejected due to higher Rates |
| 4 | Rejected-Technical FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical Technical Bid Non responsive |
Updated dates
Tender Value
₹96 L
EMD Value
₹6.8 L
Closing Date
22 Dec 2025, 12:30 pmClosed
Superintending Engineer
Office Of The Superintending Engineer Agra Circle 198 Takkar Road Pwd Agra
New Construction work of Minor bridge at NH-19 to Govindpur road (K.M.-2) in Distt. Mathura
2025_CEAGR_1098320_2
4890/14M-AC/2025-26 dated 10-10-2025
Open Tender
Civil Works - Bridges
180 days
Mathura
Minor bridge
2 documents required · 2 mandatory
₹2,360
₹6.8 L
Yes
Agra
24 Feb 2026
11 Dec 2025
22 Dec 2025
11 Dec 2025
22 Dec 2025
11 Dec 2025
15 Dec 2025
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. As per MORT&H Specification no. 304 (12.1).
Plain Cement cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate) nominal mix in Foundation and crushed stone aggregate 40 mm nominal size machenically mixed, placed in foundation and compected. As per S.I. No. 12.04
Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MORT&H Specification no. 304 (12.03).
Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8GCase - II
Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05
Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C Case II
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth/Above level (Thermo-Mechanically Treated bars of grade Fe-500D or more.). As per DSR S.I. No. 5.22.6
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702. As per MORT&H Specification no. 14.4
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.8
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. As per MORT&H Specification no. 15.1
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9
Drainage Spouts complete as per drawing and Technical specification. As per MORT&H Specification no. 14.9
Dismantling R.C.C. work manually by mechenical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as directed by Engineer-In-Charge. As per S.I. no. 15.30
Dewaterng of water trenches during excavation, concreting, masonary works upto sub soil/ water level including hire charges of 5 H.P.
Boring with 100 dia casing pipe including lowering & extraction, assembling, loading, unloading & cartage etc (hire charges only).
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.
Providing, laying spreading & compacting of granular sub-base by providing well graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MORD clause 401.1 & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.
Supply and Laying of 1000mm dia NP-3 Pipe etc. complete.
Empty Cement Bags of good condition (Plastic) filled with Carted Earth including filling, stiching and stacking at side of filling.
Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 63~45mm size to water bound macadam of G-2 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 aas per MORD specifications no 405.
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 aas per MORD specifications no 405.
Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with air compressor and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work. As per MORD specification No. 502 (Rates including of Bitumen Emulsion)
Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25Kg./Sqm. on the prepared existing Bituminious Surface, cleaned with Machanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503
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 @ 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.
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 @ 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.
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