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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical D 80 JANAKPURI SAHIBABAD DIST SHAZABAD | SONBHADRA | UTTAR PRADESH | 231207 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹13.3 L
EMD Value
₹1.3 L
Closing Date
4 Jun 2026, 5:00 pmClosed
EO, NPP Baraut
NPP Baraut
04 - Kasba Baraut ward no. 21 me Delhi Saharanpur road se Sukrampal ke makan tak CC sadak/ RCC nalinirman karya.
2026_DOLBU_1151407_4
89/2026-27, Dt. 02-05-2026
Open Tender
Miscellaneous Works
90 days
Baraut
Tender Fee EMD and other documents as per tender documents/NIT
2 documents required · 2 mandatory
₹1,330
EO, NPP Baraut
₹1.3 L
5 Jun 2026
25 May 2026
5 Jun 2026
25 May 2026
4 Jun 2026
25 May 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 | Dismentling Of Old CC Road With Base Concrete(s.i-638) | - | sqm | 38 | - | BI01010001010000000000000515BI0100001115 |
Disposal of old cc road material | 1 | cum | 95 | ₹94.99 | BI01010001010000000000000515BI0100001116 | |
Providing spreading and compacting stone aggregates of specific size to water bond macadam Grade -3 specification including spreeding in uniform thickness hand packing ,rolling with 3 wheel steel roller 5-10 tons in stage to proper grade and camber in comp position | 1 | cum | 3,400 | ₹3,399.66 | BI01010001010000000000000515BI0100001117 | |
Cc in (1:4:8) in nalla bed with 4cm gauge b/ballast cement c/sand in comp.position (s.i-281) | - | cum | 4,780 | - | BI01010001010000000000000515BI0100001118 | |
Rcc work in (1:1.5;3) mortar with 2cm gauge stone grit cement c/sand in road side beam in comp .position (s.i-289) | 1 | cum | 7,670 | ₹7,669.23 | BI01010001010000000000000515BI0100001119 | |
mild steel in rcc work in comp.position | - | qtl | 8,500 | - | BI01010001010000000000000515BI0100001120 | |
Cement Concrete Pavement
Construction of un-reinforced, dowel jointed at expansion 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 aggregates 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 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | - | cum | 7,500 | - | BI01010001010000000000000515BI0100001121 | |
s/fixing sign board at site in comp .position | - | nos | 5,000 | - | BI01010001010000000000000515BI0100001122 |
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