Tender For Construction Of Link Road From Challa To Banjal (Under Nabard Ridf-Xxx).
Tender Value
13.22 Crore
Estimated cost
Bid Submission
05 Oct 2026
3 days left
EMD
26.45 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 Construction Of Link Road From Challa To Banjal (Under Nabard Ridf-Xxx).
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 2 | a) All kinds of soil = 80% |
| 3 | Ordinary rock =20% |
| 4 | Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. |
| 5 | All Kind of soil. = 80% |
| 6 | Ordinary rock =20% |
| 7 | Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size). |
| 8 | Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) |
| 9 | Providing and laying cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) with 20% boulders. |
| 10 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth levela) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above plinth level: a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: a) Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 13 | Dumping stones in horizontal i.e. on level including cost of stones. |
| 14 | Hand packing stones in wire crates of B.A. wire 4mm & mesh of size 10cm x 10 cm including cost of stones & wire crates. The wire crates length should not exceed 6.00 mtr. |
| 15 | Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and curing complete. |
| 16 | Centering and shuttering including strutting, propping etc.and removal of form work for : |
| 17 | Foundation, footings, bases of columns etc. for mass concrete. |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 19 | Suspended floors, roofs, landings, balconiesand access platform. |
| 20 | Edges of slabs and breaks in floors and walls under 20cm wide. |
| 21 | 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. |
| 22 | 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. |
| 23 | 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. (i) Single socketed pipes : a) 75 mm diametre |
| 24 | Supplying and stacking at site : a) Graded crushed stone aggregate of size 63 mm to 45 mm. |
| 25 | Supplying and stacking at site : a) Stone Screening of size 13.2mm nominal size (Type A). |
| 26 | Supplying and stacking at site Crusher dust. |
| 27 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 28 | 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-n-charge. |
| 29 | 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. a) 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 (including cost of Tack coat). |
| 30 | 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. a) On W.B.M. @ 0.75 Kg/sqm. |
| 31 | Provding and laying Semi dense Bituminous concrete using crused stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher quipipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers, to achieve the desired compaction and denisity as per specifications, complete as per directions of Engineer-in-charge. a) 25mm campacted thickness with bituminen 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. |
| 32 | Providing and fixing informatory sign board including writing painting etc. complete job as per direction of Engineer-n-charge. (LMR) |
| 33 | Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- |
| 34 | Sand from Hut Mashka for an average lead of 50.00 Km. by M.T. |
| 35 | Sand from Hut Mashka for an average lead of 50.00 Km. by M.T. |
| 36 | Stone aggregate 40mm nominal size & above from from Hut Mashka for an average lead of 50.00 Km. by M.T. |
| 37 | Stones / boulders from local nallah for an average lead of 10.00 Km. |
| 38 | Maintenance Part:- (Note Note:- Bidder has to quote rate for construction part only whereas maintenance part amount is fixed.) |
| 39 | AMC for 1st year @ 0.80% of Rs.120234437.11 |
| 40 | AMC for 2nd year @ 1.40% -do- |
| 41 | AMC for 3rd year @ 2.00% -do- |
| 42 | AMC for 4th year @ 2.60% -do- |
| 43 | AMC for 5th year @ 3.20% -do- Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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