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Tender Value
₹13 L
EMD Value
₹26,000
Closing Date
15 Jun 2026, 6:00 pm
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD RandB Divison Nagrota
Removal of Pot Holes on Upper Thather link road. (Under Pot Holes Programme 2025-26) (8th Call)
2026_PWDJK_311676_2
Short e-NIT No. 20 of 2026-2027/Nagrota Dated 05-06-2026
Open Tender
Civil Works
25 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Executive Engineer PWD RandB Divison Nagrota
₹26,000
Yes
6 Jun 2026
6 Jun 2026
17 Jun 2026
6 Jun 2026
15 Jun 2026
6 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 |
|---|---|---|---|---|---|
| 1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 65 | Cum | 218.4 | ₹14,196 |
| 2 | Providing and laying water bound macadam with specified stone aggregates , stone screening and binding material including sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity with Base course 63 mm to 45 mm size including stone screening 13.20 mm size hand broken ( finished work including labour and material) | 46 | Cum | 2,234.8 | ₹1,02,800.8 |
| 3 | 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 | 46 | Cum | 1,885.95 | ₹86,753.7 |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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 | 2,350 | Sqm | 75.75 | ₹1,78,012.5 |
| 5 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm 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-30 with no solvent. | 2,350 | Sqm | 268.15 | ₹6,30,152.5 |
| 6 | 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-30 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 | 2,350 | Sqm | 102.85 | ₹2,41,697.5 |
| 7Carriage of the materials from source to site of work by mechanical transport including loading / unloading and stacking at siteat an avg lead of 10 km by M.T | |||||
| 7.01 | Sand /Stone Dust /Agg. Below upto 40mm size an avg. lead of 10 km | 115 | Cum | 279.04 | ₹32,089.6 |
| 7.02 | Stone agg. Above 40 mm size at an avg. lead of 10 km | 53 | Cum | 303.34 | ₹16,077.02 |
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