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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.6 LAdmitted-Finance | +3.00% | ₹24.6 L | L1 | Admitted-Finance |
| 2 | L2₹24.9 LAdmitted-Finance | +4.00% | ₹24.9 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹23.9 L
EMD Value
₹56,440
Closing Date
13 Apr 2026, 12:00 pmClosed
Executive Engineer Construction Division Leh
Executive Engineer Construction Division Leh
Upgradation of infrastructure at jivetsal by way of black topping of approach road to jevetsal photang
2026_PWD_18742_1
CDL 12 of Leh of 2026-27
Open Tender
Civil Works - Others
18 days
leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Executive Engineer Construction Division Leh
₹56,440
5 May 2026
9 Apr 2026
13 Apr 2026
9 Apr 2026
13 Apr 2026
9 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Construction 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.
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR
Value-30 | - | Cum | 1,869.03 | - | item 01 |
| 2 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | - | Cum | 1,825.12 | - | item 02 |
| 3 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
With rapid setting bitumen emulsion
a) On W.B.M / W.M.M. @ 0.4kg/sqm | - | Sqm | 52.3 | - | item 03 |
| 4 | b) On bituminous surface @ 0.25kg/sqm | - | sqm | 33.87 | - | item 04 |
| 5 | Providing 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. 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 Batch Type Hot Mix Plant of 100-120 TPH capacity. | - | Cum | 11,981.4 | - | item 05 |
| 6 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
With paving Asphalt grade VG- 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | - | Sqm | 281.58 | - | item 06 |
| 7 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | - | Sqm | 104.69 | - | item 07 |
| 8 | Earth work in rough excavation, banking excavated earth in layers not exceeding
20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power roller
of minimum 8 tonnes and dressing up in embankments for roads, flood banks,
marginal banks and guide banks or filling up ground depressions, lead upto 50 m and
lift upto 1.5 m in all kinds of soil: | - | Cum | 722.66 | - | item 08 |
| 9 | Carriage of material by mechanical transport including loading, unloading, stacking complete job. Earth an avg lead of 15km | - | Cum | 410.25 | - | item 09 |
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