Tender For Permanent Restoration Of Road From Chajjla Bridge To Thamlote.
Tender Value
95 Lakhs
Estimated cost
Bid Submission
11 Sep 2026
6 days left
EMD
1.90 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
Punch → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Road From Chajjla Bridge To Thamlote.
BOQ
| Sl. No. | Item Description |
| 1 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm. |
| 2 | Supplying and stacking at site 13.20 mm nominal size . |
| 3 | Supplying and stacking at site Good Earth. . |
| 4 | 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. |
| 5 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.40 mm. |
| 6 | Supplying and stacking at site 11.20 mm nominal size . |
| 7 | Supplying and stacking at site moorum . |
| 8 | Providing and laying RBM FILLING.complete |
| 9 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen withmechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. |
| 10 | 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 equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 11 | 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 12 | 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-10 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. |
| 13 | 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 etc. complete.600 mm dia. R.C.C. pipe (laying by manual/mechanical means). |
| 14 | 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 etc. complete.900 mm dia. R.C.C. pipe (laying by manual/mechanical means). |
| 15 | Providing and laying RBM FILLING.complete |
| 16 | Preparation of subgrade by excavating earth to an average of 22.5 cmdepth, dressing to camber and consolidation with road roller of 8-12 tonnecapacity including making good the undulation etc. and disposal of surplusearth upto 50 meters. |
| 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. |
| 18 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work uptoplinthlevel 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 19 | 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) |
| 20 | RANDOM RUBBLE MASONRYRandom 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). |
| 21 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. |
| 22 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 23 | Dumping stone Including cost of stones in Horizontal on level . |
| 24 | Stone filling in wire crates including cost of wire crate and all carriage upto site of work. |
| 25 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approvedcolor design and pattern. |
| 26 | Centering and shuttering including strutting, propping, etc and removal of form work for foundations , footings ,bases of columns etc. |
| 27 | Carriage of Sand avg.46 KM by MT |
| 28 | Carriage of material Agg below 40mm avg lead 09 km by MT . |
| 29 | Carriage of material Stone avg lead 11 km by MT. |
| 30 | Carriage of material Agg Above 40mm avg lead 09 km by MT . |
| 31 | Carriage of material Agg below 40mm avg lead 09 km by MT . |
| 32 | Carriage of HPC600 MM DIA avg lead 60 km by MT . |
| 33 | Carriage of HPC600 MM DIA avg lead 60 km by MT . Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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