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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance UTTAR PRADESH UP | GHAZIABAD | UTTAR PRADESH | 201001 | ₹1.7 Cr | L1 | Accepted-Finance Accepted due to lower rate quoted |
| 2 | L2₹2.1 CrRejected-Finance | ₹2.1 Cr | L2 | Rejected-Finance Rejected due to higher rate quoted |
| 3 | L3₹2.1 CrRejected-Finance | ₹2.1 Cr | L3 | Rejected-Finance Rejected due to higher rate quoted |
Tender Value
₹2.1 Cr
EMD Value
₹12.5 L
Closing Date
30 Apr 2026, 12:00 pmClosed
Superintending Engineer
0/0 Superintending Engineer Ayodhya/Ambedkarnagar Circle, P.W.D. Ayodhya
Traffic improvement work from Vikas Bhawan Office to Explore Kids School in Nawabganj area of District Barabanki
2026_CEUFZ_1135038_1
2467/1KAM(BARA)E-Tender/2026 Date 06-04-2026
Open Tender
Civil Works
150 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹12.5 L
Yes
Ayodhya
12 May 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
22 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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. MoRTH specification clouse 305 (Carted earth) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m clouse 301 | - | Cum | - | - | BI01010001010000000000000515BI0100001119 | |
Construction of granular sub-base (GSB) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | - | Cum | - | - | BI01010001010000000000000515BI0100001120 | |
Construction of Interlocking Tiles - Rubber moulded reflective Zig-Zag 80mm Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80mm as per drawing and Technical Specification Clause 1504. (Including cost of all material, labour, T&P etc. required for proper completion of work.) | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 | |
Plain Cement Concrete (M 15) in Open Foundation complete as per Drawing and Technical Specifications. Clouse 1500, 1700 & 2100 | - | Cum | - | - | BI01010001010000000000000515BI0100001122 | |
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. clouse 304 | - | Cum | - | - | BI01010001010000000000000515BI0100001123 | |
Plain cement concrete 1:3:6 norminal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Clouse 2100 | - | Cum | - | - | BI01010001010000000000000515BI0100001124 | |
Providing and laying of cement concrete wearing coat M30 grade complete as per drawing and MORTH ,Technical Specification Clauses 1500 & 1600 1700 C | - | Cum | - | - | BI01010001010000000000000515BI0100001125 | |
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. clouse 1600 | - | MT | - | - | BI01010001010000000000000515BI0100001126 | |
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 clouse 2706 & 2200 | - | No | - | - | BI01010001010000000000000515BI0100001127 |
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