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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-AOC NAGAR PARISHAD SIMDEGA SIMDEGA JHARKHAND | NA | NA | 835201 | ₹18.6 L | L1 | Accepted-AOC Bidder is L1 |
| 2 | L2₹18.8 L+₹22,886.65 (1.23%)Rejected-AOC ALINGURE KUNDURMUNDA BOLBA SIMDEGA JHARKHAND 835223 | SIMDEGA | JHARKHAND | 835223 | ₹18.8 L+₹22,886.65 (1.23%) | L2 | Rejected-AOC Bidder is L2 |
Tender Value
₹22.9 L
EMD Value
₹46,000
Closing Date
25 Apr 2026, 5:00 pmClosed
EE NREP Simdega
Collectoriate Building Khuntitoli Simdega.
Construction of PCC Road from Bendochua Ganjhutoli to Manjhatoli
2026_SIMDC_112701_4
01/2026-27/NREP/SIMDEGA
Open Tender
Civil Works
Percentage
90 days
Bansjor
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹46,000
10 Jun 2026
16 Apr 2026
27 Apr 2026
16 Apr 2026
25 Apr 2026
16 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 | Compacting Original ground supporting sub-grade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.)
S.O.R Item No. 3.20 Case-I | - | M3 | - | - |
| 2 | Construction of Subgrade and Earthen Shoulders (Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.)
S.O.R Item No. 3.18 | - | M3 | - | - |
| 3 | Granular Sub-Base with Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
S.O.R Item No. 4.01 B (i) | - | M3 | - | - |
| 4 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concerete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.22 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 mm capacity 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
(P.C.C. Grade M-20)
S.O.R. Item No. 13.05 B (p) | - | M3 | - | - |
| 5 | Add 18% GST | - | Nos | - | - |
| 6 | Add 1% Labour Cess | - | Nos | - | - |
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tech_eval.pdf
boq_comp_chart.xlsx
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SBD04.pdf
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BOQ_152199.xls
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FoB.pdf
Additional Documents • 0.43 MB
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