Tender For Construction Of New Link Road From Baghwanpora Link To Mughalgarden Road ( Estimate Cost: 63.71 Lacs (53.99 Lacs Base Amount + 9.72 Lacs Gst )
Tender Value
63.71 Lakhs
Estimated cost
Bid Submission
04 Sep 2026
1 days left
EMD
1.27 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
Anantnag → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Link Road From Baghwanpora Link To Mughalgarden Road ( Estimate Cost: 63.71 Lacs (53.99 Lacs Base Amount + 9.72 Lacs Gst )
BOQ
| Sl. No. | Item Description |
| 1 | Site clearance |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. |
| 4 | Engagement of jcb for clearance of site including removal of accumilated malba, removal of tree stums , roots debris from the berms and othr unhygenic material and disposal of the same all comlete as per he directions of incharge engineer at site ( to be paid as per actual subject to the maximum of 12 hours) |
| 5 | RBM/GSB/Nallah Muck Filling and WBM GII |
| 6 | Supply, filling of RBM/ nallah muck /GSB including ramming, watering and consoldating with 8-10 tonne road rollerwith carriage of material upto site of work all complete as per the directions |
| 7 | Providing and Laying of WBM base course with specified stone aggregate of size 63-45mm , stone screening 13.2 mm and binding material including , sorting, spreading to template,m watering and consolidation with P.R.R of (8-10 Tonne) capacity all complete including carriage of material from approved source upto site of workas per the directions of incharge engineer at site (compacted quantity to be measured) |
| 8 | Laying of RCC Pipes |
| 9 | Providing / laying of RCC Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete. |
| 10 | Construction of R wall |
| 11 | 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 : |
| 12 | Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. |
| 13 | P/L in position cement concrete in 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 14 | P/L in position cement concrete in 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 15 | Centering & shuttering including strutting, propping etc including removal of form work |
| 16 | Foundations, footings, bases of columns etc. for mass concrete |
| 17 | Supply, filling of RBM/ nallah muck including ramming, watering and consoldating with carriage of material upto site of work all complete as per the directions |
| 18 | Providing of PVC weep holes 75mm dia in proper postion including all carriages |
| 19 | Construction of CC Drain |
| 20 | 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 : |
| 21 | Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. |
| 22 | P/L in position cement concrete in 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 23 | P/L in position cement concrete in 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 24 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 25 mm thick with 12.5 mm nominal size stone aggregate. |
| 25 | Centering & shuttering including strutting, propping etc including removal of form work |
| 26 | Foundations, footings, bases of columns etc. for mass concrete |
| 27 | Construction of CC Edge wall |
| 28 | 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 : |
| 29 | Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. |
| 30 | P/L in position cement concrete in 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 31 | P/L in position cement concrete in 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 32 | Centering & shuttering including strutting, propping etc including removal of form work |
| 33 | Foundations, footings, bases of columns etc. for mass concrete |
| 34 | Supply, filling of RBM/ nallah muck including ramming, watering and consoldating with carriage of material upto site of work all complete as per the directions |
| 35 | Providing of PVC weep holes 75mm dia in proper postion including all carriages |
| 36 | Construction of culvert |
| 37 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 38 | 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 : |
| 39 | Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. |
| 40 | P/L in position cement concrete in 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 41 | Reinforced cement concrete work in 1: 1.5 : 3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials from approved sources upto site of work complete.( all works upto plinth) |
| 42 | Reinforced cement concrete work in 1: 1.5 : 3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials from approved sources upto site of work complete.( all works above plinth upto level V plinth) |
| 43 | Centering & shuttering including strutting, propping etc including removal of form work |
| 44 | Foundations, footings, bases of columns etc. for mass concrete |
| 45 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 46 | Suspended floor,roofs landings plateform |
| 47 | Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete (Thermo mechanically treated bars) including all carriages complete. |
| 48 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 49 | Provision for diversion of nallah including dewatering and making temparary arrangement for vehicular movement including removing the same all complete as pert the directions if incharge engineer at site ( to be paid as per actual; progress subject to the maximum of 10000) |
| 50 | Macadamization works |
| 51 | 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 |
| 52 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. OnWBM / WMM @ 0.75 Kg/sqm. |
| 53 | Providing and laying 50mm 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. with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix). |
| 54 | Providing and laying of 25mm thick semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) |
| 55 | 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. |
| 56 | Providing and laying of RBM/Khakbajri including watering, dressing and compacting with 8-10 tonne road roller with all carriages upto site of work all complete |
| 57 | Providing and laying of structural steel ISMC or like as surface cross drainage all complete as per the directions of incharge engineer at site |
| 58 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi- automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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