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Tender Value
₹77.7 L
EMD Value
₹1.6 L
Closing Date
1 Jul 2026, 4:00 pm5d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
PWD RnB Division Rajouri
(i) Improvement/Upgradation of road from Panja Chowk to Kheora, Rajouri Rs 29.14 lacs (ii) Gujjar Mandi to Busstand Rajouri Rs 29.14 lacs (iii) Main road Malik Market via Gujjar Hostel Rajouri 19.42 lacs
2026_PWDJK_313281_1
NIT NO 36 OF 2026-27 Dated 23-06-2026
Open Tender
Civil Works
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Executive Engineer
₹1.6 L
23 Jun 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
1 Jul 2026
23 Jun 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 |
|---|---|---|---|---|---|---|
| 0.0 | (i) Improvement/Upgradation of road from Panja Chowk to Kheora Rajouri. | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 0.0 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge. | 50.4 | Sqm | 336.3 | ₹16,949.52 | BI01010001010000000000000515BI0100001118 |
| 0.0 | Drain Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. | 75.6 | Cum | 331.15 | ₹25,034.94 | BI01010001010000000000000515BI0100001122 |
| 0.0 | 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 Drum Type Hot Mix Plant of 60-90 TPH capacity. | 12.74 | Cum | 8,590.95 | ₹1,09,448.7 | BI01010001010000000000000515BI0100001123 |
| 0.0 | 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 | 131 | Cum | 1,885.95 | ₹2,47,059.45 | BI01010001010000000000000515BI0100001124 |
| 0.0 | 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 bitumen surface @ 0.50 Kg/sqm | 5,355 | Sqm | 74.35 | ₹3,98,144.25 | BI01010001010000000000000515BI0100001125 |
| 0.0 | 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 bitumen surface @ 0.50 Kg/sqm | 254.8 | Sqm | 55.2 | ₹14,064.96 | BI01010001010000000000000515BI0100001126 |
| 0.0 | 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS: 8887, using 96 kg per cum of chippings of road surface including consolidation with road roller etc. complete. | 5,355 | Sqm | 291.5 | ₹15,60,982.5 | BI01010001010000000000000515BI0100001128 |
| 0.0 | 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 all complete. | 5,355 | Sqm | 101.4 | ₹5,42,997 | - |
| 0.0 | (ii) Improvement /Upgradation of road from Gujjar Mandi to Busstand,Rajouri | - | - | - | - | - |
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