Tender For Permanent Restoration Of Road From L084 Watihall To Y.K.Pora Package No: Jk01-317
Tender Value
20 Lakhs
Estimated cost
Bid Submission
06 Jul 2026
3 days left
EMD
40000
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kulgam → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Permanent Restoration Of Road From L084 Watihall To Y.K.Pora Package No: Jk01-317
BOQ
| Sl. No. | Item Description |
| 1 | Permanent Restoration of Road from L084 Watihall to Y.K.Pora Package No: Jk01-317 |
| 2 | Part A (Crate Work) |
| 3 | 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:2.9.1 All kinds of soil : |
| 4 | Hand-packing stones in wire-crates; excluding cost of crates and stones (Ist Tier) |
| 5 | Supply of Stone boulders (Nallah Stone) of nominal size 225mm |
| 6 | P/F of wire crates of approved quality and wire thickness (4mm) incl all costs and carriages upto the site of work complete job.(non sor item) |
| 7 | Back filling behind Abutment,wingwalls,Return walls,retaining walls etc by way of providing and laying of River Bed material (RBM) of approved source as per the directions of site Engineer |
| 8 | Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level M-15 Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job Approach Slab (Finished work to be measured) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | FORM WORK(approach slab) Centering and shuttering including strutting, propping etc. and removal of form work for:Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured) 4.6.1 Foundations, footings, bases for columns |
| 10 | PART (B) Pavement |
| 11 | GSB: Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 12 | W.M.M:- 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 |
| 13 | Bituminous Macadam : Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. including loading, unloading, haulage and octori etc.complete job |
| 14 | Prime Coat:-Providing and applying prime coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 15 | Tack Coat:-Providing and applying bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 16 | 25mm thick SDBM: Providing, laying and rolling of semi dense bituminous macadam of 25 mm thickness with 100 to 120 tph batch type hmp providing and average output of 75 tons per hour using crushed aggregates of specific grading premixed with bituminous binderand 4.5 to 5% of mix and filler transporting the hot mix to the work site laying with hydrostatic paver finisher with sensor control with the required grade level and alignment , rolling with smooth wheeled vibratory and tandem rollers to receive the density compaction including loading ,unloading, haulage Octori, royality Complete job |
| 17 | Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (By Manual Means) .including loading ,unloading, haulage Octori, royality Complete job(16.48) |
| 18 | PART (C) Pipe Culvert |
| 19 | 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:2.9.1 All kinds of soil : |
| 20 | Type B (First Class) Bedding: Laying (First Class) bedding of well compacted sand, moorum or approved granular material as per Clause 1105 |
| 21 | Providing and laying non-pressure of specified class R.C.C. 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,icluding backfilling of trenches with available material etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 22 | Back filling behind Abutment,wingwalls,Return walls,retaining walls etc by way of providing and laying of River Bed material (RBM) of approved source as per the directions of site Engineer Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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