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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | +9.80% | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 CrAdmitted-Finance | +35.00% | ₹4.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹4.5 CrAdmitted-Finance | +48.00% | ₹4.5 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical MUDH LADAKH AUTONOMOUS HILL DEVELOPMENT COUNCIL LEH OFFICE OF THE EXECUTIVE ENGINEER RURAL ENGINEERING WING LEH | LEH LADAKH | LADAKH | 194101 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
3 Jun 2026, 4:00 pmClosed
Executive Engineer Nyoma
office of the Executive Engineer Nyoma
Construction of Blacktopping in link road to Tenkhar Temple at Tibetan Nomadic settlement Hanle under SDP
2026_PWD_18997_1
71 OF RnB Nyoma
Open Tender
Civil Works - Roads
720 days
Nyoma Leh
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,110
Executive Engineer RnB Nyoma
₹6.2 L
17 Jun 2026
27 May 2026
4 Jun 2026
27 May 2026
3 Jun 2026
27 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil | 1,890 | cum | 278.09 | ₹5,25,590.1 | item 01 |
| 2 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal | 300 | cum | 537.71 | ₹1,61,313 | item 02 |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 515 | cum | 6,606.08 | ₹34,02,131.2 | item 03 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form forRetaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. | 3,600 | Sqm | 635.45 | ₹22,87,620 | item 04 |
| 5 | Earthworkinroughexcavation,bankingexcavatedearthinlayersnotexceeding 20cmindepth,breakingclods, watering, rolling each laye with ½tonne rolleror wooden or steel rammers,and rolling every 3rdandtop-most layerwithpower roller of minimum 8 tonnesanddressingup inembankments for roads, flood banks,marginal banksandguidebanksor filling up ground depressions, leadupto 50 m and lift upto 1.5 m : all kinds of soil: | 12,600 | cum | 722.66 | ₹91,05,516 | item 05 |
| 6 | 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-II (size range 53 mm to 0.075 mm ) having CBR Value-26 | 1,500 | cum | 1,888.99 | ₹28,33,485 | item 06 |
| 7 | 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 ofEngineer-in-Charge. | 843.75 | Sqm | 1,825.12 | ₹15,39,945 | item 07 |
| 8 | 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-Charge50 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. | 562.5 | cum | 8,692.97 | ₹48,89,795.63 | item 08 |
| 9 | 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 | 11,250 | sqm | 78.29 | ₹8,80,762.5 | item 09 |
| 10 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size 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 therate of 70 grams per kg of asphalt | 11,250 | sqm | 230.23 | ₹25,90,087.5 | item 10 |
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