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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.4 LAdmitted-Finance SARAI THOK PACHAMI HARDOI | HARDOI | UTTAR PRADESH | -0.25% | ₹11.4 L | L1 | Admitted-Finance |
| 2 | L2₹11.4 LAdmitted-Finance | +0.00% | ₹11.4 L | L2 | Admitted-Finance |
| 3 | L2₹11.4 LAdmitted-Finance | +0.00% | ₹11.4 L | L2 | Admitted-Finance |
Tender Value
₹13.9 L
EMD Value
₹1.4 L
Closing Date
3 Jul 2026, 5:00 pmClosed
PD DUDA
DUDA hardoi
ward number 01 ashraf tola mein sikandarpur road par parasu ke makaan se ram vilas ke makaan tak sadak nirman ka karya.
2026_SUDA_1159988_50
70/Duda/Bid/2025-26 date-08-06-2026
Open Tender
Civil Works
Percentage
Hardoi
ward number 01 ashraf tola mein sikandarpur road par parasu ke makaan se ram vilas ke makaan tak sadak nirman ka karya.
2 documents required · 2 mandatory
₹1,180
jila nagariya vikas abhikaran, duda hardoi
₹1.4 L
29 Jul 2026
14 Jun 2026
4 Jul 2026
15 Jun 2026
3 Jul 2026
15 Jun 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 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days. S.NO 280 | 1 | cum | 6,180 | ₹6,173.82 |
| 2 | Brick masonry work in 1:3 cement mortar in foundation complete excluding painting and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 S.NO 307 | 1 | cum | 5,510 | ₹5,504.49 |
| 3 | Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 SJNO 284 | 1 | cum | 8,315 | ₹8,306.69 |
| 4 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204 | - | cum | 190 | - |
| 5 | Construction of granular subbase by providing well graded material,spreading in unifrom layers with motor grader on prepared surface,mixing by mix in place method with rotavaorat OMC and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification Clause 401. | - | cum | 4,438.2 | - |
| 6 | Cement Concrete Prevement Construction of Un-reinforced, dowel jointed at expension and construction joint only plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine agrregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum apacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formvvork (steel channel.laying and fixing of 125 micron thick polytheme film,wedges, steel plates including leveiling the formwork as per drawing) spreading the concrete with shovels,rekes, compecled using needle,sceed and plate vibrators and finished in continuous operaton including provision of contraction and expansoin, construction joints, applying debonding stips, primer, sealant, dowal bars, near approaches to bridge/culvert and construction joints,admixture | - | cum | 8,870.06 | - |
| 7 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clause 1002,1010 and 1202 | 1 | qtls | 6,700 | ₹6,693.3 |
| 8 | Sign Board | - | No. | 5,000 | - |
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