Tender For Permanent Restoration Of Nagrota To Dhamoni Jagir Road Damaged During The Heavy Rainfalls Of August-September 2025 Under Sasci 2025-26, Package No. Jk05-196, Block - Dansal, District - Jammu
Tender Value
51.04 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
3 days left
EMD
1.02 Lakhs
Bank guarantee accepted
Document Fee
1600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Nagrota To Dhamoni Jagir Road Damaged During The Heavy Rainfalls Of August-September 2025 Under Sasci 2025-26, Package No. Jk05-196, Block - Dansal, District - Jammu
BOQ
| Sl. No. | Item Description |
| 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: All kinds of soil : |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 3 | Providing and Laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work with 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) in sub structure |
| 4 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6 (1 cement: 6 coarse sand ) upto plinth level and curing complete with cement mortar 1:6 (1 cement: 6 coarse sand) |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 6 | Providing and laying plain cement concrete grade 1:2:4 in coping substructure 20mm nominal size aggregate |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. |
| 8 | viding, 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 |
| 9 | 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.M.M. @ 0.75 Kg/sqm. |
| 10 | 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. |
| 11 | 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 |
| 12 | Construction of Sub Grade and earthern shoulder/Berm filling with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with (Available Material Trench Cutting) as per Technical Specifications |
| 13 | Backfilling behind R/wall abutment wing wall return wall as per drawing & technical specification ( with 50% dumping stone including cost of stones in horizontal on level and 50 % filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc complete) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 15 | Carriage of Material by Mechanical Transport including loading & unloading stacking at site complete. |
| 16 | Sand nominal size average lead 32 KM by MT. |
| 17 | Stone-Aggregates nominal size average lead 18 KM by MT. |
| 18 | Stone at an average lead 32 KM by MT. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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