Tender For Permanent Restoration On Road From Tandar To Pakhalai Pkg No Jk14 301 Jk14 504 Jk14 269 Jk14 276
Tender Value
1.16 Crore
Estimated cost
Bid Submission
09 Nov 2026
5 days left
EMD
2.33 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udhampur → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration On Road From Tandar To Pakhalai Pkg No Jk14 301 Jk14 504 Jk14 269 Jk14 276
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: EXECUTIVE ENGINEER PMGSY DIVISION UDHAMPUR Name of Road:- Permanent Restoration of road from Tandar to Pakhlai, Under Package No. JK14-301, Block Chenani, District Udhampur, Length:- 25.00 Kms, under SASCI 1, Permanent Restoration of road from Chenani to Sira, Under Package No. JK14-504, Block Chenani, District Udhampur, Length:-13.250Kms, under SASCI 1, Permanent Restoration of road from Samroli to Upper Samroli, Under Package No. JK14-269, Block Chenani, District Udhampur, Length:-4.925 Kms, under SASCI 1 & Permanent Restoration of road from Gujed to Chirdi, Under Package No. JK14-276, Block Chenani, District Udhampur, Length:-17.00 Kms, under SASCI 1. Contract No. JK14-301, JK14-504, JK14-269, JK14-276 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description of Items Item Code / Make Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Part A:- PERMANENT RESTORATION OF ROAD Chenani to Sira, PKG. NO- JK14-504, LENGTH: 13.250 KMs, BLOCK: CHENANI, DISTRICT: UDHAMPUR. 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 sidesand 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:Ordinary Soil 70%, Ordinary Rock 20%, Hard Rock 10% |
| 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 4 | 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% plum using Nallah stone size not over 160 mm thick (sprit nallah stones) |
| 5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 6 | Providing and laying damp-proof Course/Coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth. (With Bond stones) Nallah |
| 8 | Dumping of Stone in Horizontal Level including cost of stone |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 10 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS : 280 and IS : 4826 in 100mm x 100 mm mesh (woven Digonally ) including 10 per cent extra for laps and joints laids with stone boulders weighing not less than 25 Kg each as per drwaing and technical specification |
| 11 | Carriages of material by mechanical transport from source to the site of work including loading/unloading stacking of material all complete |
| 12 | Sand for an average distance of 100 km |
| 13 | Stone aggregate for an average distance 45 km |
| 14 | Stone Boulders for an average distance 20 km |
| 15 | Part B:- PERMANENT RESTORATION OF ROAD Tandar to Pakhhalai, PKG. NO- JK14-301, LENGTH: 25.00 KMs, BLOCK: CHENANI, DISTRICT: UDHAMPUR. 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 sidesand 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:Ordinary Soil 70%, Ordinary Rock 20%, Hard Rock 10% (B.P) |
| 16 | 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 17 | 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% plum using Nallah stone Size not over 160 mm thick. (Split nallah stones) |
| 18 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)@ 20% plum of size not over 160 mm thick split nallah stones |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 20 | Reinforced cement concrete work in walls including attached pilasters, buttresses, plinth and string coarses, fillets , columns, pillars , piers , abutments, posts ,and struts upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 23 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 24 | Dry random rubble masonry with hard stone in foundation and plinth. (Without Bond stones) Nallah |
| 25 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS : 280 and IS : 4826 in 100mm x 100 mm mesh (woven Digonally ) including 10 per cent extra for laps and joints laids with stone boulders weighing not less than 25 Kg each as per drwaing and technical specification |
| 26 | Back filling(Stone filling) behind R/Wall, abutment, wing wall etc (Using available stones) |
| 27 | Earth filling available in foundation trenches as per drawing and technical specification (excluding rock) |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 29 | Foundations, footings, bases of columns etc. for mass concrete |
| 30 | walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 31 | Suspended floors, roofs, landings, balconies and access platforms. |
| 32 | Edges of slabs and breaks in floors and walls under 20 cm wide |
| 33 | Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 34 | Carriages of material by mechanical transport from source to the site of work including loading/unloading stacking of material all complete |
| 35 | Sand for an average distance of 90 km |
| 36 | Stone aggregate for an average distance 30 km |
| 37 | Stone Boulders for an average distance 05 km |
| 38 | Part C:- PERMANENT RESTORATION OF ROAD Samroli to Upper Samroli, PKG. NO- JK14-269, LENGTH: 4.925 KMs, BLOCK: CHENANI, DISTRICT: UDHAMPUR. 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 sidesand 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:Ordinary Soil 70%, Ordinary Rock 20%, Hard Rock 10% |
| 39 | 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 40 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 41 | 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% plum using Nallah stone Size not over 160 mm thick. (Split nallah stones) |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for: mass concrete |
| 43 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS : 280 and IS : 4826 in 100mm x 100 mm mesh (woven Digonally ) including 10 per cent extra for laps and joints laids with stone boulders weighing not less than 25 Kg each as per drwaing and technical specification (Cost of Stones) |
| 44 | Earth filling available in foundation trenches as per drawing and technical specification (excluding rock) |
| 45 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 46 | Dry random rubble masonry with hard stone in foundation and plinth. (Without Bond stones) Nallah |
| 47 | Carriages of material by mechanical transport from source to the site of work including loading/unloading stacking of material all complete |
| 48 | Sand for an average distance of 60 km |
| 49 | Stone aggregate for an average distance 08 km |
| 50 | Stone Boulders for an average distance 03 km |
| 51 | Part D:- PERMANENT RESTORATION OF ROAD Gujed to Chirdi, PKG. NO- JK14-276, LENGTH: 17.00 KMs, BLOCK: Narsoo, DISTRICT: UDHAMPUR. 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 sidesand 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:Ordinary Soil 70%, Ordinary Rock 20%, Hard Rock 10% |
| 52 | 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 53 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 54 | 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% plum using Nallah stone Size not over 160 mm thick. (Split nallah stones) |
| 55 | Providing and laying reinforced cement concrete slab in superstructure(1:1.5:3) normal mix (Using 20 mm downsize aggregate) |
| 56 | Supplying and fitting of TMT steel reinforcement in superstructure including bending,binding and straightning etc. |
| 57 | Centering and shuttering including strutting, propping etc. and removal of form for: mass concrete |
| 58 | Providing /Laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 & IS:4826 in 100mm x 100mm mesh woven diagonally including 10% extra for laps and joints laid with stone boulders weighing not less than 25KG each as per drawing and technical specifications clause 1301 (Including cost of stones). |
| 59 | Earth filling available in foundation trenches as per drawing and technical specification (excluding rock) |
| 60 | Dumping stone including cost of stones in Horizontal on level |
| 61 | Polygonal/Random Rubble Masonry, Uncoursed /brought to course, in 1 Cement : 6 fine sand mortar, with Nallah Stone, in Foundation and Plinth, including levelling up at specified levels with M-5 nominal mix (mix side of stone aggregates: 20 mm nominal) concrete; including cost of Thruogh/Bond Stones. |
| 62 | 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.(1000 mm) |
| 63 | Polygonal/ Random Masonary Rubble Masonsry, Uncoursed/brought-to course,laid dry, with Nallah Stone, in Foundation and Plinth without cost of Through/ Bond Stones (Using 50% avalable Stones) |
| 64 | Demolishing of RCC work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer in charge. |
| 65 | Demolishing stone rubble masonary manually/by mechanical means including stacking of serviceable materials and disposal of unserviceable materials within 50 meters lead as per directions of Engineer in Charge |
| 66 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, 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 vibratory compaction 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. 16.94.1 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern |
| 67 | 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 achievethe desired density, complete as per specifications and directions of Engineer-in-Charge With material conforming to Grade-II (size range 53 mm to 0.075 mm ) |
| 68 | Carriages of material by mechanical transport from source to the site of work including loading/unloading stacking of material all complete |
| 69 | Sand for an average distance of 70 km |
| 70 | Stone aggregate for an average distance 20 km |
| 71 | Stone Boulders for an average distance 05 km Total in Figures 11679959.0 11679959.0 INR One Crore Sixteen Lakh Seventy Nine Thousand Nine Hundred & Fifty Nine Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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