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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.5 LAccepted-AOC | ₹7.5 L | 1 | Accepted-AOC Work Awantan |
| 2 | 2₹7.6 L+₹831.07 (0.11%)Rejected-Finance DUMKA | JHARKHAND | 814101 | ₹7.6 L+₹831.07 (0.11%) | 2 | Rejected-Finance L2 |
Tender Value
₹7.6 L
EMD Value
₹16,000
Closing Date
14 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
RURAL DEVELOPMENT SPECIAL DIVISION DUMKA
CONSTRUCTION OF P.C.C ROAD IN PREMISES OF JAWAHAR NAVODAYA VIDYALAY,HANSDIHA IN PANCHYAT- HANSDIHA,BLOCK- SARAYIHAT,DIST- DUMKA.
2026_RDSPL_113746_1
RDSD/DMK/UNTIED/11/2026-27/RE
Open Tender
Civil Works
Percentage
60 days
Dumka
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,250
₹16,000
15 Jun 2026
8 May 2026
16 May 2026
8 May 2026
14 May 2026
8 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 |
|---|---|---|---|---|---|
| 1 | labour required for site clearance & bush cutting | 8 | MD | 359.54 | ₹2,876.32 |
| 2 | Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 109.03 | cu.m | 154.6 | ₹16,856.04 |
| 3 | 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. | 109.03 | cu.m | 52.6 | ₹5,734.98 |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 54.52 | cu.m | 1,437.6 | ₹78,377.95 |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | 66.87 | cu.m | 5,360.4 | ₹3,58,468.17 |
| 6 | carriage of material
CEMENT | 22.3 | mt | 456.1 | ₹10,172.85 |
| 7 | SAND | 30.34 | cum | 276.44 | ₹8,385.81 |
| 8 | STONE CHIPS | 93.38 | cum | 1,328.76 | ₹1,24,078.28 |
| 9 | DUST | 21.81 | per th. | 1,328.76 | ₹28,980.26 |
| 10 | Add 18% for G.S.T. | - | Nos | 1,14,107.53 | - |
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