Tender For Construction Of Link Road From Mandelan To Khatan Via Fatna And Shahpura Palmar Km 2Nd Rd(0) To Khatan Km 3Rd Rd(320) Length=1.320 Km (Stage-I)
Tender Value
2.01 Crore
Estimated cost
Bid Submission
22 Sep 2026
17 days left
EMD
4.02 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
Kishtwar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Link Road From Mandelan To Khatan Via Fatna And Shahpura Palmar Km 2Nd Rd(0) To Khatan Km 3Rd Rd(320) Length=1.320 Km (Stage-I)
BOQ
| Sl. No. | Item Description |
| 1 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 2 | Beyond 30 cm girth upto and including 60 cm girth. |
| 3 | Beyond 60 cm girth upto and including 120 cm girth. |
| 4 | Beyond 120 cm girth upto and including 240 cm girth. |
| 5 | Above 240 cm girth |
| 6 | 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge |
| 7 | All kinds of soil |
| 8 | Ordinary Rock |
| 9 | Hard Rock (Requiring Blasting ) |
| 10 | 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: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 11 | Full Rate |
| 12 | Labour Rate |
| 13 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone |
| 14 | Dumping stone excluding cost of stones.in Horizontal on level |
| 15 | Filling behind R/wall |
| 16 | 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. |
| 17 | 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 :50% Ordinary Rock 30% Hard Rock 20% |
| 18 | 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 : |
| 19 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: |
| 20 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 21 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 22 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)with 20% Boulder |
| 23 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 25 | Foundations, footings, bases of columns etc. for mass concrete. |
| 26 | Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 27 | Suspended floors, roofs, landings, balconies and access platforms |
| 28 | Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 30 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 31 | Providing and fixing of PVC pipe 75 mm dia in wall for wipe holes for complete job including all carriages LMR |
| 32 | Carriage of Materials By Mechanical Transport including loading, unloading and stacking |
| 33 | Carriage of Sand at an average distance of 13 Km by MT |
| 34 | Carriage of Stone at an average distance of 5 Km by MT |
| 35 | Carriage of Stone aggregate at an average distance of 13 Km by MT |
| 36 | Carriage of Cement at an average distance of 20 km by MT Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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