Tender For Construction Of Road To Saphut Lhabab Mohallah At Sk Ari ( State Sector )
Tender Value
2.24 Crore
Estimated cost
Bid Submission
19 Oct 2026
11 days left
EMD
4.49 Lakhs
Bank guarantee accepted
Document Fee
2250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Leh → Ladakh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road To Saphut Lhabab Mohallah At Sk Ari ( State Sector )
BOQ
| Sl. No. | Item Description |
| 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12tonne capacity after excavating earth to an average of 22.5 cm depth, dressing tocamber and consolidating with road roller including making good the undulationsetc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50metres. |
| 2 | 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 CBRValue-30 |
| 3 | Providing, laying, spreading and compacting graded stone aggregate (size range53 mm to 0.075 mm ) to wet mix macadam (WMM) specification includingpremixing the material with water at OMC in for all leads & lifts, laying in uniformlayers with mechanical paverfinisher in sub- base / base course on well preparedsurface and compacting with vibratory roller of 8 to 10 tonne capacity toachievethe desired density, complete as per specifications and directions ofEngineer-in-Charge. |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10,including heating the bitumen, spraying the bitumen with mechanically operatedspray unit fitted on bitumen boiler, cleaning and preparing the existing roadsurface as per specifications :16.30.1 On W.B.M. @ 0.75 Kg / sqm |
| 5 | Providing and laying Dense Graded Bituminous Macadam using crushed stoneaggregates of specified grading, premixed with bituminous binder and filler,transporting the hot mix to work site by tippers, laying with paver finisherequiped with electronic sensor to the required grade, level and alignment androlling with smooth wheeled, vibratory and tandem rollers as per specificationsto achieve the desired compaction and density, complete as per specificatonsand 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 ofAggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 6 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hotbitumen 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 withroad roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid forseparately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt |
| 7 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm andretained 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 100sqm of road surface, including rolling and finishing with road roller all complete. |
| 8 | Earth work in excavation by manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan), including dressing of sides andramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 9 | Dumping stone including cost of stones. in Horizontal on level |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of formwork for :Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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