Tender For Permanent Restoration Of Road From L036-Link From Km 2Nd Of L035 To Richwa Jk12-401, Mrl01-Chatyari To Nadyala Jk12-3007
Tender Value
2.14 Crore
Estimated cost
Bid Submission
17 Sep 2026
2 days left
EMD
4.28 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
Rajouri → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Road From L036-Link From Km 2Nd Of L035 To Richwa Jk12-401, Mrl01-Chatyari To Nadyala Jk12-3007
BOQ
| Sl. No. | Item Description |
| 1 | L036-LINK FROM KM 2ND OF L035 TO RICHWA JK12-401 Earth work in excavating for structure as per drawing and technical specification clause 301.2 including setting out construction of shoring and bracing, removal of slumps and other delirious material and disposal up to a lead of 50mts dressing of sides and bottom and back filling in trenches with excavate suitable material including dewatering if any up to 3mts depth in AKS |
| 2 | 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm 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 20 mm nominal size) |
| 4 | Polygonal/Random Rubble Masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth with Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 5 | Polygonal/Random Rubble Masonry Laid Dry uncoursed brought to course in foundation and plinth With bond stone . |
| 6 | Providing and laying Coping/flooring 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 7 | Hand packed stone filling in wire crate including cost of crates complete all Job |
| 8 | Back filling behind R/wall Abutment wing wall Return wall with available stone from earthwork complete as per drawing & technical specification clause 1204.3.8 labour rate. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings etc. mass concrete. |
| 10 | Clearance of Drain and slips In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 11 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 12 | 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 |
| 13 | Supplying and stacking at site graded crushed stone aggregate of size 53 mm to 22.4 mmm |
| 14 | Supplying and stacking at site stone screnning of size 11.2 mm nominal size (Type B) |
| 15 | Supplying and stacking at site Crusher dust |
| 16 | Laying, spreading and compacting stone aggregate of specified sizes to WBM Grade III 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. |
| 17 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On W.B.M. /W.M.M. @ 0.4 Kg/sqm |
| 18 | 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 finisherequipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as perspecifications 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. |
| 19 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On bituminous surface @ 0.25 Kg/sqm. |
| 20 | 2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887, using 96 kg per cum of chippings including consolidation with road roller of 6 to 9 tonne capacity etc. complete. |
| 21 | 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. |
| 22 | Berm Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations 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 | Sand for an average distance of 140 km by MT |
| 24 | Aggregate 40 mm nominal size for an average distance of 22 km by MT |
| 25 | Aggregate below 20 mm nominal size for an average distance of 22 km by MT |
| 26 | Stone for an average distance of 22 km by MT |
| 27 | MRL01-Chatyari To Nadyala JK12-3007 Earth work in excavating for structure as per drawing and technical specification clause 301.2 including setting out construction of shoring and bracing, removal of slumps and other delirious material and disposal up to a lead of 50mts dressing of sides and bottom and back filling in trenches with excavate suitable material including dewatering if any up to 3mts depth in AKS |
| 28 | 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 29 | 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) |
| 30 | Polygonal/Random Rubble Masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth with Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 31 | Polygonal/Random Rubble Masonry Laid Dry uncoursed brought to course in foundation and plinth With bond stone . |
| 32 | Providing and laying Coping/flooring 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 33 | Hand packed stone filling in wire crate including cost of crates complete all Job |
| 34 | Back filling behind R/wall Abutment wing wall Return wall with available stone from earthwork complete as per drawing & technical specification clause 1204.3.8 labour rate. |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings etc. mass concrete. |
| 36 | Clearance of Drain and slips In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 37 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 38 | 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 |
| 39 | Supplying and stacking at site graded crushed stone aggregate of size 53 mm to 22.4 mmm |
| 40 | Supplying and stacking at site stone screnning of size 11.2 mm nominal size (Type B) |
| 41 | Supplying and stacking at site Crusher dust |
| 42 | Laying, spreading and compacting stone aggregate of specified sizes to WBM Grade III 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. |
| 43 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On W.B.M. /W.M.M. @ 0.4 Kg/sqm |
| 44 | 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 finisherequipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as perspecifications 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. |
| 45 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On bituminous surface @ 0.25 Kg/sqm. |
| 46 | 2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887, using 96 kg per cum of chippings including consolidation with road roller of 6 to 9 tonne capacity etc. complete. |
| 47 | 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. |
| 48 | Berm Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations 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. |
| 49 | Sand for an average distance of 140 km by MT |
| 50 | Aggregate 40 mm nominal size for an average distance of 22 km by MT |
| 51 | Aggregate below 20 mm nominal size for an average distance of 22 km by MT |
| 52 | Stone for an average distance of 22 km by MT Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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