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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.8 LAccepted-AOC GRAM NANEHA ASHA TEHSIL DEVBAND DISTRICT SAHARANPUR MOBILE 9927733433 | ₹10.8 L | 1 | Accepted-AOC L1 |
| 2 | 2₹11.4 L+₹57,201.31 (5.30%)Rejected-Finance | ₹11.4 L+₹57,201.31 (5.30%) | 2 | Rejected-Finance L2 |
| 3 | 3₹11.7 L+₹92,832.75 (8.61%)Rejected-Finance 0 | ₹11.7 L+₹92,832.75 (8.61%) | 3 | Rejected-Finance L3 |
| 4 | 4₹16.5 L+₹5.7 L (53.1%)Rejected-Finance NAVEEN NAGAR 2B 1141 1 JANPAD SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹16.5 L+₹5.7 L (53.1%) | 4 | Rejected-Finance L4 |
Tender Value
₹20 L
EMD Value
₹2 L
Closing Date
25 Mar 2026, 2:00 pmClosed
EE PD PWD Saharanpur
PD PWD Saharanpur
Repair work of the small bridge on Barasati Nala at km 2 on the Malkapur to Kansapur road
2026_CEMRT_1127875_1
TN No. 697/3A dated 05.03.2026
Open Tender
Civil Works - Bridges
Percentage
90 days
Saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹2 L
27 Apr 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as specified. (As per no. 1500,1600,1700 & 2703 (For R.C.C. Railing) | |||||
| 2Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and as per Technical Specifications No. 2702 | |||||
| 3Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and technical specifications | |||||
| 4Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture (DSR No. 13.62.1) | |||||
| 5Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (DSR No. 2.6.1) | |||||
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No. 4.1.8) | |||||
| 7Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification | |||||
| 8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No. 4.1.3) | |||||
| 9Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (MORTH 15.5 : 2504) | |||||
| 10Providing and laying pitching on slopes laid over prepaired filter media including boulder apron laid dry infront of toe of embankment complete as per drawing and Technical specification. (MORTH: 15.4: 2504) | |||||
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