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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹44.1 LAdmitted-Finance | -2.00% | ₹44.1 L | L1 | Admitted-Finance |
| 2 | L2₹83.3 LAdmitted-Finance | +85.00% | ₹83.3 L | L2 | Admitted-Finance |
| 3 | L3₹85.6 LAdmitted-Finance | +90.00% | ₹85.6 L | L3 | Admitted-Finance |
| 4 | L4₹86.5 LAdmitted-Finance | +92.00% | ₹86.5 L | L4 | Admitted-Finance |
Updated dates
Tender Value
₹45.0 L
EMD Value
₹90,060
Closing Date
25 Apr 2026, 4:00 pmClosed
Executive Engineer PWD Rnb division Leh
Office of the Executive Engineer PWD Rnb division Leh
Providing and laying of 150mm thick GSB, 100mm thick WMM, 50mm thick BM, 25mm thick OGPC for construction and restoration of road from Ney Junction to Serzang Chamba Basgo
2026_PWD_18678_1
E Tender 215 of R and B Division Leh
Open Tender
Civil Works - Roads
45 days
Leh
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
Office of the Executive Engineer Rnb division Leh
₹90,060
28 Apr 2026
25 Mar 2026
27 Apr 2026
25 Mar 2026
25 Apr 2026
25 Mar 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 |
|---|---|---|---|---|---|---|
| 1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | ||||||
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 | - | - | item 02 | |
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
achievethe desired density, complete as per specifications and directions of
Engineer-in-Charge. | - | cum | - | - | item 03 | |
Providing and laying bituminous macadam using crushed stone aggregates of
specified grading premixed with bituminous binder, transported to site by
tippers, laid over a previously prepared surface 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 @
3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant
of 100-120 TPH capacity. | - | cum | - | - | item 04 | |
Providing and applying tack coat using hot straight run bitumen of grade VG - 10,
including heating the bitumen, spraying the bitumen with mechanically operated
spray unit fitted on bitumen boiler, cleaning and preparing the existing road
surface as per specifications :
On W.B.M. @ 0.75 Kg / sqm | - | sqm | - | - | item 05 | |
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 | - | - | item 06 | |
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 | - | - | item 07 | |
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,
watering, rolling each layer with ½ 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 etc., lead upto 50 m and lift upto 1.5 m :
All kinds of soil | - | cum | - | - | item 08 | |
Painting runway/taxi track/apron marking with adequate nos of coats to give
uniform finish with road marking paint of superior make as approved by the
Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and
other foreign material etc. and lining out complete.
New work (Two or more coats) | - | sqm | - | - | item 09 | |
Carriage of material from source to side of work by M.T Earth an avg lead …........ kms 01 | 1 | cum | - | - | item 10 | |
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