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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-Finance | ₹9.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹9.5 LRejected-Finance | ₹9.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹9.5 LRejected-Finance NA | NA | NA | 121004 | ₹9.5 L | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹26,000
Closing Date
25 Mar 2026, 12:00 pmClosed
EE RED
URMORA SONBHADRA
V.K. CHATRA KE GRAM KICHAR ME AMBEDKAR MURIT SE SANJAY HARIJAN KE GHAR TAK CC ROAD KA NIRMAN
2026_REDUP_1127546_1
1354/RED SBR/ 2025-26 DT- 21.02.26
Open Tender
Civil Works
90 days
CHATRA
AS PER NIT AND T1
2 documents required · 2 mandatory
₹1,104
₹26,000
18 Apr 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 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 |
|---|---|---|---|---|---|
| 1Clearing grass and removal of rubbish up to a distance of 50 m out side the periphery of the arae cleared. Sl. No.2.32 | |||||
| 2Construction of embankment with approved material obtained from borrow pits (for carted earth up to 1000m) with a lift upto 1.5 m, trasporting to site, spreding, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 310.5 | |||||
| 3Construction of granular sub-base by providing ready mix material spreading in uniform layers with motor grader on prepared surface and compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMC complete as per Technical specification Clause 401. (GSB) | |||||
| 4Providing and Laying of 22.40-53 mm gauge stone ballast G3 WBM Specificatiion including spreading in uniform thickness hand packing with smooth roller etc compt as per Technical Speciification Clause 405 (WBM Grade 3rd) | |||||
| 5Cement Concrete Pavement : Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base with 43 grade cement or any other type as per clause 1501.2.2.M-30 grade coarse sand and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and aproprete weigh batcher using approved mix design laid in a approved fixed site form work (steel chanel) laing and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, spreading the concrete with sholves rackes, compacted using needle screed and plate vibrators and finished in continous operation including provision of conraction and expansion,construction joints, applying debonding strips, primer, sealent dowel bars, near approches to bridge / cukvert and construction joints admixtures as approved curing of concrete slab for 14 days. using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 | |||||
| 6S/F of sign board | |||||
stage.html
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technical_2103053.pdf
techsummary_2103053.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2103053.xls
BOQ • 0.28 MB
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