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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 CrAccepted-AOC | ₹11.1 Cr | L1 | Accepted-AOC SUBMITTED ALL DOCUMENTS SATISFACTORY |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹11.7 Cr
EMD Value
₹23.5 L
Closing Date
1 Oct 2024, 5:00 pmClosed
Executive Engineer, RWD Works Division, Godda.
O/o Executive Engineer, RWD Works Division, Godda.
RWD/GODDA/15/ STPKG/07/2023-24, Strengthening of Road from (i) Barkop More to Bashbhita via Rangatanr (L5.200 Km.), (ii) Gandhigram to Baliya More via Rampur Chilra (L-5.000 Km.), (iii) Malrampur to Chunakothi (L-1.985 Km.) ETC
2024_RWD_93849_1
17/2024-25/R5/RWD/EE/GODDA
Open Tender
Civil Works
Percentage
450 days
GODDA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹23.5 L
9 Sept 2026
24 Sept 2024
4 Oct 2024
24 Sept 2024
1 Oct 2024
24 Sept 2024
24 Sept 2024 - 1 Oct 2024
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 | (i) Barkop More to Bashbhita via Rangatanr (L-5.200 Km.)
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 | 1.56 | Ha | 19,760.3 | ₹30,826.07 |
| - | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 4,126.95 | M3 | 131.3 | ₹5,41,868.54 |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 95.64 | M3 | 3,170.16 | ₹3,03,194.1 |
| - | Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) | 637.58 | M2 | 82.44 | ₹52,562.1 |
| - | Tack Coat on Granular surfaces treated with primer
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. | 637.58 | M2 | 16.29 | ₹10,386.18 |
| - | Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom. | 15,194.18 | M2 | 13.21 | ₹2,00,715.12 |
| - | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) | 395.79 | M3 | 9,210.63 | ₹36,45,475.25 |
| - | Semi-Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.)
for Grading-II (10 mm nominal size) | 197.9 | M3 | 11,739.99 | ₹23,23,344.02 |
| - | 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 | 1,766.87 | M3 | 6,636.06 | ₹1,17,25,055.33 |
| - | Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast) | 1 | nos. | 2,929.3 | ₹2,929.3 |
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