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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹46.8 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹53.3 L
EMD Value
₹1.1 L
Closing Date
16 Oct 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Improvement of rural road from Abha Rani house to Manoranjan Halder house at R.K Gram under SD-I, CD, APWD, Diglipur
2026_APWD_25143_1
NIT No. 76/EE/CD/APWD/DP/2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
Abha Rani Road, R.K Gram, Diglipur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1.1 L
16 Oct 2026
9 Oct 2026
16 Oct 2026
9 Oct 2026
16 Oct 2026
10 Oct 2026
9 Oct 2026 - 10 Oct 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 | GST % |
|---|---|---|---|---|---|---|
| 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 295 | sqm | 204 | ₹60,180 | - |
| 2Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. | ||||||
| 2.01 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 44.25 | cum | 3,932.35 | ₹1,74,006.49 | - |
| 3 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | 1,155.45 | sqm | 7.15 | ₹8,261.47 | - |
| 4Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: | ||||||
| 4.01 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | 30.32 | sqm | 990 | ₹30,016.8 | - |
| 5Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. | ||||||
| 5.01 | With rapid setting bitumen emulsion
On bituminous surface @ 0.25kg/sqm | 3,212.87 | sqm | 35.05 | ₹1,12,611.09 | - |
| 6Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | ||||||
| 6.01 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 120.48 | cum | 21,215.2 | ₹25,56,007.3 | - |
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