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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical AASHIYANA GARDEN PHASE 4 CHIRA CHAS BOKARO JHARKHAND | BOKARO | BOKARO | JHARKHAND | Accepted-Technical Substantially Responsive |
| 2 | Accepted-Technical 815301 | GIRIDIH | JHARKHAND | 815301 | Accepted-Technical Substantially Responsive |
| 3 | Accepted-Technical | Accepted-Technical Substantially Responsive |
| 4 | Rejected-Technical HOUSE NO 144 NIRALA PATH CHURCH ROAD BARIDIH BASTI JAMSHEDPUR | Rejected-Technical Non-Responsive Annexure-1 and Sec.IIA/(B)(1)/(iv) |
| 5 | Rejected-Technical BALAJI MAJESTIC ROOM NO 3 MITHU ROAD BANK MORE DHANBAD JHARKHAND 856001 | 856001 | Rejected-Technical Non-Responsive IIB/5.1 (c) |
Tender Value
₹12.0 Cr
EMD Value
₹24.1 L
Closing Date
25 May 2026, 9:00 amClosed
Executive Engineer RWD Works Division Giridih
O/o the Executive Engineer, RWD, Works Division, Giridih, 3rd Floor, New Collectorate Building, Paparwatand, Giridih
RWD/GIRIDIH/STPKG/36/2024-25, Strengthening of Road from (i) Suiyadih Bajrangbali Mandir to Chongakhar (L-4.650 KM), (ii) Kowar Koderma to Dabri (PMGSY) (L-4.285 KM), (iii) Khargdiha Mandro Road to Barwadi (L-7.100 KM), (iv) Nekpura Road Tapsidih...
2026_RWD_113957_1
12/R1/2026-27/RWD/EE/GIRIDIH
Open Tender
Civil Works
Percentage
450 days
Giridih
Please refer Tender Documents
4 documents required · 4 mandatory
₹10,000
₹24.1 L
28 Jul 2026
14 May 2026
26 May 2026
14 May 2026
25 May 2026
14 May 2026
14 May 2026 - 25 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 |
|---|---|---|---|---|---|
| - | (i) Suiyadih Bajrangbali Mandir to Chongakhar (L-4.650 KM)
Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as per Technical Specification Clause 201 | 0.69 | Ha | 19,760.3 | ₹13,634.61 |
| - | 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.
S.O.R. Item No. 3.15 (ii) | 5,152.5 | m2 | 6.7 | ₹34,521.75 |
| - | 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) | 4,039.88 | m3 | 131.3 | ₹5,30,436.24 |
| - | Granular Sub-base with Close 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-III Material. | 31.31 | m3 | 2,558.85 | ₹80,117.59 |
| - | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1,301.01 | m3 | 3,032.45 | ₹39,45,247.77 |
| - | 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. | 8,673.38 | m2 | 81.5 | ₹7,06,880.47 |
| - | 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 bituminous surface cleaned with mechanical broom. | 8,673.38 | m2 | 16.03 | ₹1,39,034.28 |
| - | 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. | 8,673.38 | m2 | 12.94 | ₹1,12,233.54 |
| - | 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.) | 433.67 | m3 | 8,941.11 | ₹38,77,490.4 |
| - | 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. Semi-Dense Bituminous Concrete for Grading II (10 mm Nominal size) | 216.83 | m3 | 11,419.61 | ₹24,76,114.04 |
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