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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.0 CrAccepted-AOC AT CLUB ROAD RESIDENCE ARA PO PS NAWADA ARA PIN 802301 | BHOJPUR | BIHAR | 802301 | ₹10.0 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹10.0 Cr+₹1.0 L (0.10%)Rejected-Finance RADHIKA ENCLAVE ASHOK KUNJ ASHOK NAGAR RANCHI | RANCHI | JHARKHAND | 829205 | ₹10.0 Cr+₹1.0 L (0.10%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹10.0 Cr
EMD Value
₹20.1 L
Closing Date
22 Aug 2024, 5:00 pmClosed
Executive Engineer, RWD Works Division, Godda
O/o Executive Engineer, RWD Works Division, Godda.
RWD/GODDA/23/STPKG/10/2023-24, Strengthening of Road from (i) Pirpainti NH to Balachini (L- 0.400 Km.), (ii) NH- Pirpainti Diyajori Chowk to P.W.D. Road via Diarhikita, Khutahari (L-3.350 Km.) ETC
2024_RWD_89451_1
01/2024-25/RI/RWD/EE/GODDA
Open Tender
Civil Works
Percentage
455 days
GODDA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹20.1 L
Yes
21 Jul 2026
5 Aug 2024
24 Aug 2024
5 Aug 2024
22 Aug 2024
5 Aug 2024
5 Aug 2024 - 22 Aug 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) Pirpainti NH to Balachini (L- 0.400 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 | 0.12 | Ha | 19,760.3 | ₹2,371.24 |
| - | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
By Mechanaical Means using Hydraulic excavator. | 721.75 | M2 | 4.8 | ₹3,464.4 |
| - | 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) | 420.04 | M3 | 131.3 | ₹55,151.25 |
| - | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)
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.
With Grading-I Material | 15.93 | M3 | 2,480.29 | ₹39,511.02 |
| - | 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. | 182.24 | M3 | 2,795.35 | ₹5,09,424.58 |
| - | 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.) | 1,214.95 | M2 | 82.53 | ₹1,00,269.82 |
| - | 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. | 1,214.95 | M2 | 16.32 | ₹19,827.98 |
| - | 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 bituminous surface cleaned with mechanical broom. | 1,493.79 | M2 | 13.24 | ₹19,777.78 |
| - | 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.) | 60.75 | M3 | 8,819.12 | ₹5,35,761.54 |
| - | 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) | 30.37 | M3 | 11,347.45 | ₹3,44,622.06 |
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