Housing Urban and Rular Development Government Departments Closing in 0 days TDR #57855913

Tender For Construction Of Road From Trala To Choura Gali Via Sanukote (Balancae Work).

Issued by Government Departments · Rajouri, Jammu and Kashmir
Tender Value
2.22 Crore
Estimated cost
Bid Submission
12 Oct 2026
0 days left
EMD
4.44 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Rajouri → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Road From Trala To Choura Gali Via Sanukote (Balancae Work).

BOQ

Name of Work:- Construction of road from Trala to Choura Gali via Sanukote (Balancae Work).
Sl. No. Item Description
1Earth 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 :80% OR 10% SR 10%
2Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
3Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil)
4Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size)
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed
6Providing 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 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) using 20%Boulders.
7Reinforced 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)
8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
9Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
10Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete
11Foundations, footings, bases of columns
12Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
13Suspended floors, roofs, landings, balconies and access platforms
14Edges of slabs and breaks in floors and walls Above 20 cm wide
15Stone filling hand packed in horizontal level including the cost of the stone
16Providing 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)
17Supplying and stacking of graded stone aggregate at site of size range 63mm to 45 mm .(excluding carriages)
18Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20 mm.
19Supplying and stacking at site Good Earth
20Laying, spreading and compacting stone aggregate of specified sizes to WBM 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.
21Providing, 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
22Providing 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. on bitumen surface @ 0.50 Kg/sqm
23Providing 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. On bitumen surface @ 0.50 Kg/sqm
24Providing 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 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. 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.
252.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
26Providing 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.
27Providing 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. Non- pressure NP-3 Class ( Medium duty ) R.C.C. Pipes )1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) complete job.
28Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 12.58.1 75 mm diametre
29Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.
30Sand for an average distance of 140 kms by M.T
31Stone aggregate below 40 mm nominal size for an average distance 20 kms by M.T
32Stone aggregate 63mm to 45mm` size for an average distance of 20 kms by M.T
33Stone aggregate 13.20mm` size for an average distance of 20 kms by M.T
34Stone for an average of distance of 05km by M.T
35Good Earth for an average of distance of 05km by M.T Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57855913
AUTHORITY Government Departments
TENDER VALUE 2.22 Crore
LAST DATE 12-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Road From Trala To Choura Gali Via Sanukote (Balancae Work).
Basic Detail
Tender No e NIT NO 102 2026-27 Dated 01-10-2026
Bidding Type Tender
Location
City Rajouri
State Jammu and Kashmir
Key Dates
Publish Date 03 Oct 2026
Submission Date 12 Oct 2026
Open Date 13 Oct 2026
Finance
Tender Value 2.22 Crore
Tender Fee 6000
EMD 4.44 Lakhs
Exemption Not Available
Document List
14283476-2b0a-43eb-8677-53747c431e6a.html
BOQ_1105859.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 03, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Oct 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 1 day

Tender Documents

Download All (ZIP) ↓
html

14283476-2b0a-43eb-8677-53747c431e6a.html

xls

BOQ_1105859.xls

pdf

Tendernotice_1.pdf

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