Housing Urban and Rular Development Government Departments Closing in 7 days TDR #57708101

Tender For Construction Of Road With Protection Wall From Lah To Mirza Gulzar Mohalla Ward No:01(Under District Plan)

Issued by Government Departments · Rajouri, Jammu and Kashmir
Tender Value
46.76 Lakhs
Estimated cost
Bid Submission
03 Oct 2026
7 days left
EMD
93520
Bank guarantee accepted
Document Fee
600
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 With Protection Wall From Lah To Mirza Gulzar Mohalla Ward No:01(Under District Plan)

BOQ

Name of Work:- Construction of Road with P/Wall from Lah to Mirza Gulzar Mohalla ward No:01(Under District Plan)
Sl. No. Item Description
1Earth 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.AKS:70 SR:20 HR:10
2Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:
3Earth 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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds 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 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)
6Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
7Centering and Shuttering
8Foundations, footings, bases of columns
9Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc
10Stone filling hand packed in horizontal on level including cost of stones.
11Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m
12Providing and laying damp-proof Course 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
13Cement 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.25mm thick with 12.5 mm nominal size stone aggregate
14Providing 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/mechanicalmeans)
15Providing 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 600 mm dia. R.C.C. pipe
16Construction 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 achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
17Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.
18Sand for an average distance of 130 kms by M.T
19Stone aggregate below 40mm for an average distance of 15 km by M.T
20Stone for an an average distance of 10 Km by M.T Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57708101
AUTHORITY Government Departments
TENDER VALUE 46.76 Lakhs
LAST DATE 03-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Road With Protection Wall From Lah To Mirza Gulzar Mohalla Ward No:01(Under District Plan)
Basic Detail
Tender No 53 of 2026 27 Dated 25 09 2026
Bidding Type Tender
Location
City Rajouri
State Jammu and Kashmir
Key Dates
Publish Date 25 Sep 2026
Submission Date 03 Oct 2026
Open Date 05 Oct 2026
Finance
Tender Value 46.76 Lakhs
Tender Fee 600
EMD 93520
Exemption Not Available
Document List
2a60c16e-f111-498b-a289-ab1b9aabb28a.html
BOQ_1102341.xls
Tendernotice_1 (21).pdf

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Tender Timeline

Sep 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Oct 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

2a60c16e-f111-498b-a289-ab1b9aabb28a.html

xls

BOQ_1102341.xls

pdf

Tendernotice_1 (21).pdf

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