Tender For Permanent Restoration Of Damages Caused By Heavy Rainfall On Billawar Sukrala Road. (Under Permanent Restoration)
Tender Value
3.20 Crore
Estimated cost
Bid Submission
14 Jul 2026
1 days left
EMD
6.41 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Damages Caused By Heavy Rainfall On Billawar Sukrala Road. (Under Permanent Restoration)
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: a) All kinds of soil |
| 2 | Providing and laying in position cement concrete of specified grade excludingthe cost of centring and shuttering - All work upto plinth level. 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40mm 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 upto plinth level with:1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) with 20% boulders. |
| 4 | Providing and laying cement concrete in retaining walls , return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks,anchors blocks, plain window sills, fillets etc upto floor V level, including cuing but excluding the cost of centring, suttering and fnishing with 1:3:6 ( 1 cement:3coarse sand :6 graded stone aggregate 20mm nominal size) with 20% Boulders. |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 7 | Foundation, footings, bases of columns etc. for mass concrete. |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 9 | Suspended floors, roofs, landings, balconies and access platforms. |
| 10 | Edges of slabs and breaks in floors andwalls. Above 20cm wide |
| 11 | Dumping stones in horizontal i.e. on level including cost of stones. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | 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. |
| 14 | Providing and laying 900mm dia RCC Hume Pipe non pressure of specified class RCC pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement:2 fine sand) including testing of joints etc. complete. 900 mm dia RCC pipe. |
| 15 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes110 mm diametre |
| 16 | Hand-packing stones in wire-crates including cost of crates and stones |
| 17 | Providing ,laying,spreading and compacting graded stone aggregate (range 53mm to 0.075mm) to Wet Mix Macadam (WMM) specifications including premixing the material with water at OMC in Mechanical Mix plant, carriage of mixed material by Tipper to site, for all leads and 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 direction of Engineer-in-charge. |
| 18 | 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 WBM surface @ 0.75 Kg/sqm. |
| 19 | 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 quipipped with electronic sensor to the reqired grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specifications and directions of Engineering-in-Charge. 50 to 100mm compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 20 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 21 | Providing and fixing steel crash barriers. (complete job). (LMR). |
| 22 | Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- |
| 23 | Sand for an average lead of 4 Km. |
| 24 | Stone aggregate below 40mm nominal size for an average lead of 4 Km. |
| 25 | Stone aggregate 40mm nominal size & above for an average lead of 4 Km. |
| 26 | Stones / boulders for an average lead of 4 Km. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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