Tender For Permanent Restoration On Road From Kud To Mada Jk14 275 Massal To Kanah Jk14 208 Sulgar To Rua Bagh Jk14 314 Thaley To Kothi Jk14 365
Tender Value
95.88 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
5 days left
EMD
1.91 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 Kud To Mada Jk14 275 Massal To Kanah Jk14 208 Sulgar To Rua Bagh Jk14 314 Thaley To Kothi Jk14 365
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 Kud to Mada, Under package No. JK14-275, Block Chenani, Distt. Udhampur, Length:- 12.400 Kms, under SASCI 1, Permanent Restoration of road from Massal to Kanah, Under package No. JK14-208, Block Ghordi, Distt. Udhampur, Length:- 8.100 Kms, under SASCI 1, Permanent Restoration of road from Sulgar to Rua Bagh, Under package No. JK14-314, Block Ghordi, Distt. Udhampur, Length:- 10.200 Kms, under SASCI 1 & Permanent Restoration of road from Thaley to Kothi, Under package No. JK14-365, Block Ghordi, Distt. Udhampur, Length:- 11.400 Kms, under SASCI 1, Contract No. JK14-275, JK14-208, JK14-314, JK14-365 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. d 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 KUD TO MADA, PKG. NO- JK14-275, LENGTH: 12.400 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level . |
| 4 | Providing and laying coping/flooring 50mm thick with cement concrete 1:2:4 (1cement:2coarsesand:4graded stone agg.20mm nominal size) and curing complete. |
| 5 | Random Rubble Masonry with hard stone in foundation and plinth including leveling up with cement conceret 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level and curing complete with:- cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Dry Random Rubble Masonry with hard stone in foundation and plinth nallah with bound stone |
| 7 | Providing /Laying of boulder apron laid in wire crates with 4mm dia GI wire confirming to IS:280 &IS:4826 in 100mmX100mm mesh(woven diagonally) including 10% exta for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specification. (including cost of stone) |
| 8 | Backfilling with stones behind return wall, wing wall, abutments complete as per drwaing and technical specifications (including cost of stones) |
| 9 | Earth filling in foundation trenches as per drawing and technical specifications (excluding rock) |
| 10 | Carriages of material by mechanical transport from source to the site of work including loading/unloading stacking of material all complete |
| 11 | Sand for an average distance of 95 km |
| 12 | Crushed Stone aggregate below 40 mm for an average distance 30 km |
| 13 | Stone Boulders for an average distance 17 km |
| 14 | Part B :- Massal to Kanah Pkg No.:- JK14-208, Length =8.100 Km. Block Ghordi,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 @ 70% All kinds of soil,20% Ordinary Rock,10% Hard Rock (Blasting prohibited ) |
| 15 | 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 (including cost of stones) |
| 16 | Dumping of Stone in Horizontal Level including cost of stone |
| 17 | Earth filling available in foundation trenches as per drawing and technical specification (excluding rock) |
| 18 | Stone Boulders for an average distance 10km |
| 19 | Part C :- Suglar to Ruabagh Pkg No.:- JK14-314, Length =10.200 Km. Block Ghordi,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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres in All Kind of soils |
| 20 | 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) |
| 21 | 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 |
| 22 | 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 |
| 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 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 27 | Dumping of Stone in Horizontal Level including cost of stone |
| 28 | Earth filling available in foundation trenches as per drawing and technical specification (excluding rock) |
| 29 | Carriages of material by mechanical transport from source to the site of work including loading/unloading stacking of material all complete |
| 30 | Sand for an average distance of 51 km |
| 31 | Stone aggregate for an average distance 12 km |
| 32 | Stone Boulders for an average distance 12 km |
| 33 | Part D :- Thaley to Kothi Pkg No.:- JK14-365, Length =11.400Km. Block Ghordi,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 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:Ordinary Soil 70%, Ordinary Rock 20% and Hard rock 10%(Blasting Prohibited) |
| 34 | 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) |
| 35 | Providing and laying damp-proof Course/Coping 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 36 | 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. |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 38 | Providing /Laying of boulder apron laid in wire crates with 4mm dia GI wire confirming to IS:280 &IS:4826 in 100mmX100mm mesh(woven diagonally) including 10% exta for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specification (Incl. Cost of Stones) |
| 39 | Backfilling with stones behind abutment, wing walls and return walls complete as per drawings and technical specifications (Incl. Cost of Stones) |
| 40 | Earth filling available in foundation trenches as per drawing and technical specification excluding rock |
| 41 | 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 |
| 42 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah |
| 43 | 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 dia. R.C.C. pipe (laying by manual or mechanical means) |
| 44 | Carriages of material by mechanical transport from source to the site of work including loading/unloading stacking of material all complete |
| 45 | Sand for an average distance of 84 km |
| 46 | Stone aggregate for an average distance 35 km |
| 47 | Stone Boulders for an average distance 13 km Total in Figures 9587801.32 9587801.32 INR Ninety Five Lakh Eighty Seven Thousand Eight Hundred & One and Paise Thirty Two 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
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender