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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical PURAINA PURE HIMANCHAL HOUSE NO 123 MALAON PARASPUR GONDA | GONDA | UTTAR PRADESH | 271001 | Accepted-Technical All Condition Qualified |
| 2 | Accepted-Technical SINGAR NAGAR ALAMBAGH LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | Accepted-Technical All Condition Qualified |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
9 Apr 2026, 3:00 pmClosed
Superintending Engineer Ayodhya Circle UPAVP Ayodh
Superintending Engineer Ayodhya Circle UPAVP Ayodhya
Construction of C C Road and Drain by Infrastructure Fund From K P Singh Road to Vidhi Vigyan Prayog-shala at Civil Lines, District Gonda
2026_UPHDB_1132362_1
545/M-10/110 Dt 25-03-2026
Open Tender
Civil Works
Fixed-rate
180 days
GONDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
OFFICE OF EXEN CD AYODHYA-3 UPAVP GONDA
₹1.3 L
10 Apr 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
9 Apr 2026
1 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 |
|---|---|---|---|---|---|
| 1 | Earth 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 | - | Cum. | - | - |
| 2 | Providing 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) etc. complete as per direction of E/I. | - | Cum. | - | - |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) etc. complete as per direction of E/I. | - | Cum. | - | - |
| 4 | Dag belling 15 cm. (6") deep in two aligned, with flag and jhandis as directed by Engineer in Charge. | - | Rmt. | - | - |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | - | Sqm. | - | - |
| 6 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Close graded Granular sub-base Material as per table 400-1) | - | Cum. | - | - |
| 7 | Supply and Laying for separation membrane of impermeable plastic sheeting 125 micron thick. Etc. complete as per direction of E/I. | - | Sqm. | - | - |
| 8 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, vaccum dewatering, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. | - | Cum. | - | - |
| 9 | Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete. | - | Ltrs. | - | - |
| 10 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade ‘A’ sealing compound conforming to IS: 1834. 10mm Width & 50mm Depth | - | Rmt. | - | - |
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