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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-Finance | ₹15.2 L | L1 | Accepted-Finance ----- |
| 2 | L2₹15.2 LAccepted-Finance | ₹15.2 L | L2 | Accepted-Finance ------ |
| 3 | L3₹15.2 LAccepted-Finance | ₹15.2 L | L3 | Accepted-Finance ------------ |
Tender Value
₹15.2 L
EMD Value
₹36,000
Closing Date
31 Mar 2026, 3:00 pmClosed
APAR MUKHYA ADHIKARI
ZILA PANCHAYAT OFFICE KARWI CHITRAKOOT
47. VIKAS KHAND KARWI GRAM PANCHAYAT BANDARI MAJRA DHOLBAJA ME LAVKUSH KE GHAR KE PASS SE MAIYADEEN KE PURWA KI OOR CC ROAD NIRMAN KARY
2026_UPPRD_1130586_47
4565/ETENDER/2025-26
Open Tender
Civil Works
90 days
CHITRAKOOT
2 documents required · 2 mandatory
₹590
ACO
₹36,000
8 Apr 2026
26 Mar 2026
31 Mar 2026
26 Mar 2026
31 Mar 2026
26 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | E/W In Cutting &Filling | - | Cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 2Laying of Moorum Foundation And Blanket Coat | ||||||
| 3Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technica Speicification Clause 401 (G.S.B.) | ||||||
| 4Grading-3 Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 | ||||||
| 5Conctruction 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 confirming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcherusing approved mix design,laid in approved fixed side formwork(steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates incluiding levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continuous operation incluiding provision of contraction and expansion,construction joints,applying debonding strips,primer,sealent,dowel bars,near approaches to bridge/culvert and concration joints,admixtures as approved,curing of concrete slabs for 14-days,curing compund (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | ||||||
| 6 | E/W In filling for both side pattry | - | Cum | 1 | - | BI01010001010000000000000515BI0100001118 |
| 7S/Fixing 350 mm dia NP3 Pipe | ||||||
| 8S/F of sign board etc. | ||||||
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