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Tender Value
₹10.9 Cr
EMD Value
₹21.8 L
Closing Date
27 Aug 2026, 5:00 pm4d left
EXECUTIVE ENGINEER, R.W.D., WORKS DIV. JSR.
O/o EXECUTIVE ENGINEER, R.W.D., WORKS DIV. JSR.
SPECIAL REPAIR OF ROAD FROM 1 DEBANKI CHOWK TO DHIROL 2 GOV-JADU ROAD TO KULDIH 3 PORADIH BARAMPUT GHAT TO TALASAI 4 NARDA BALIA HOUSE TO RICHU HANSDA KASIABERA 5 T07 TO SILING 6 ULANSAI L054 TO BARETOLA 7 REO ROAD TO MANIKPUR 8 JAYADIH TO BANKATI.
2026_RWD_117255_1
RWD/EE/JSR/STPKG/01/RXVI/23-24
Open Tender
Civil Works
Percentage
455 days
JAMSHEDPUR
BANK CERTIFICATE AND AFFIDAVIT
4 documents required · 4 mandatory
₹10,000
₹21.8 L
11 Aug 2026
11 Aug 2026
29 Aug 2026
11 Aug 2026
27 Aug 2026
11 Aug 2026
11 Aug 2026 - 27 Aug 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 | (1). Debanki Chowk to Dhirol (L- 4.000 Km.)
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. | 0.92 | Ha | 19,760.3 | ₹18,179.48 |
| - | 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. | 3,504.38 | M3 | 131.3 | ₹4,60,125.09 |
| - | Wet Mix Macadam (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.) | 272.68 | M3 | 2,214 | ₹6,03,713.52 |
| - | 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). | 1,997.03 | M2 | 81.68 | ₹1,63,117.41 |
| - | 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.) as per Technical Specification Clause 503 | 7,953.75 | M2 | 12.99 | ₹1,03,319.21 |
| - | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.)
Bituminous Macadam for GradingII: (19 mm nominal size) | 417.57 | M3 | 8,159.48 | ₹34,07,154.06 |
| - | 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.) as per Technical Specification Clause 503 | 7,953.75 | M2 | 12.99 | ₹1,03,319.21 |
| - | 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, Grading II: (10 mm size) | 198.84 | M3 | 10,634.25 | ₹21,14,514.27 |
| - | 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 | 539.72 | M3 | 6,200.82 | ₹33,46,706.57 |
| - | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post | 4 | nos. | 1,740.9 | ₹6,963.6 |
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