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Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
6 Oct 2026, 2:00 pmClosed
Executive Engineer Construction Leh
Executive Engineer Construction Leh
Upgradation of Road from Martyr Chowk to Melongthang
2026_PWD_19600_2
CDL 78 of Leh of 2026-27
Open Tender
Civil Works - Others
Percentage
180 days
Leh
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,797
Executive Engineer Construction Leh
₹3.6 L
22 Sept 2026
22 Sept 2026
7 Oct 2026
22 Sept 2026
6 Oct 2026
22 Sept 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 |
|---|---|---|---|---|---|
| 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 (palnt mix Method) | 225.6 | Cum | 1,869.03 | ₹4,21,653.17 |
| 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 mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher 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. | 150.4 | Cum | 1,825.12 | ₹2,74,498.05 |
| 3 | 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 | 1,410 | Sqm | 78.29 | ₹1,10,388.9 |
| 4 | 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 equipped 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 specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 70.5 | Cum | 9,038.27 | ₹6,37,198.04 |
| 5 | 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 bituminous surface@ 0.50 Kg / sqm | 7,765 | Sqm | 57.72 | ₹4,48,195.8 |
| 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 | 7,765 | Cum | 281.58 | ₹21,86,468.7 |
| 7 | Providing seal coat of premixed fine aggregate (passing 2.36mm 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 mad finishing with road all complete. | 7,765 | Cum | 104.69 | ₹8,12,917.85 |
| 8 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½tonne roller,or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8tonnes 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 | 722.4 | Cum | 453.81 | ₹3,27,832.34 |
| 9 | Carriage of material from source to site by M.T including loading, unloading and tacking completed job Earth 10 km | 722.4 | Cum | 339.44 | ₹2,45,211.46 |
| 10 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications | 358.8 | sqm | 597.64 | ₹2,14,433.23 |
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