Tender For Construction Of Road From Hayan Bridge To Cherwan Foot Bridge.
Tender Value
27.18 Lakhs
Estimated cost
Bid Submission
16 Oct 2026
0 days left
EMD
54376
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganderbal → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Hayan Bridge To Cherwan Foot Bridge.
BOQ
| Sl. No. | Item Description |
| 1 | Part A (Constt of R/wall) |
| 2 | 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 : |
| 3 | Providing and Laying of stone soling (Nallah) Duly hand packed including watering, dressing and ramming with all carriages, loading and unloading upto site of work complete. |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | 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. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Backfilling behind walls with Nallah muck/ stones inlcuding hand ramming, sorting/ spreading and consolidation as required and other carriages, leads/ lifts and carriage of materials upto site of work complete as per the directions of Incharge Engineer. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 8 | Provinding and fixing of PVC pipes of standard brand and manufacture so as to act as weep holes including cutting and placing in position complete as per the directions of Incharge Engineer. |
| 9 | Carriage of materials:- |
| 10 | Stone Aggregate 40mm for an average lead of 10Kms. |
| 11 | Stone Aggregate 20mm for an average lead of 10Kms. |
| 12 | Sand for an average lead of 14Kms. |
| 13 | Part A (Constt of CC Drain) |
| 14 | 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 : |
| 15 | Providing and Laying of stone soling (Nallah) Duly hand packed including watering, dressing and ramming with all carriages, loading and unloading upto site of work complete. |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 18 | 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) |
| 19 | 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. 50mm thick with 20 mm nominal size stone aggregate |
| 20 | Carriage of materials:- |
| 21 | Stone Aggregate 40mm for an average lead of 10Kms. |
| 22 | Stone Aggregate 20mm for an average lead of 10Kms. |
| 23 | Sand for an average lead of 20 Kms. |
| 24 | Part C (RCC Pipes) |
| 25 | Providing & Laying RCC Pipes of 12\\" dia in proper position incl excavation of trenches, ramming of bottom,dressing of sides providing required cushion over the pipes incl loading, unloading & carriage upto site of work complete. |
| 26 | Providing & Laying RCC Pipes of 24\\" dia in proper position incl excavation of trenches, ramming of bottom,dressing of sides providing required cushion over the pipes incl loading, unloading & carriage upto site of work complete. |
| 27 | Part D (Constt of Road) |
| 28 | 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. |
| 29 | Providing, Laying and spreading of RBM/ Nallah muck (in layers not more than 200mm in depth) from approved source including sorting, spreading, watering and consolidation with PRR 8-10 Tonne including all leads, lifts and carriage of materials complete job (Max stone size not exceed 150mm) as per the directions of Incharge Engineer complete as per clause 201.4 as per technical specfication clause 408 complete. |
| 30 | Supplying , stacking and Laying at site WBM GII stone aggregate of size 63 mm to 45 mm, Stone screening of size 13.2 mm nominal size (Type A) 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. |
| 31 | Part D (Crate work) |
| 32 | Earth work in excavation by manual means 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: 25 meter beyond 1 m from cutting edge All Kinds of Soils. |
| 33 | Hand Packing of sotnes in wire crates including cost of stones and carriage of stones, excluding cost of crates. |
| 34 | Carriage of stones for an average lead of 200meters by headload. |
| 35 | Add cost of crates. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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