Housing Urban and Rular Development Government Departments Closing in 4 days TDR #56259930

Tender For Permanent Restoration Of Road From Laddan To Pakhlai Via Kaira By Way Of Pucca Drain, Boundary Wall With Drain, R/Wall, Crated Wall And 1.00 Mtr Dia Hpc. (Under Permanent Restoration Sasci).

Issued by Government Departments · Udhampur, Jammu and Kashmir
Tender Value
50 Lakhs
Estimated cost
Bid Submission
16 Jul 2026
4 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Permanent Restoration Of Road From Laddan To Pakhlai Via Kaira By Way Of Pucca Drain, Boundary Wall With Drain, R/Wall, Crated Wall And 1.00 Mtr Dia Hpc. (Under Permanent Restoration Sasci).

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 04-Jul-2026 Corrigendum Other 16-Jul-2026

BOQ

Name of Work:- Permanent restoration of Road from Laddan to Pakhlai via Kaira by way of pucca drain, B/Wall with drain, R/Wall, crated wall and 1.00 mtr dia HPC. (Under Permanent Restoration SASCI).
Sl. No. Item Description
1Cement 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. 50 mm thick with 20mm nominal size stone aggregate. (Crushed)
2Providing 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 40 mm nominal size).
3Providing 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. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
4Earth 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 : @ 50% , Ordinary rock @30% and Hard Rock @20%.
5Providing 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).
6Placing and laying of Hand Packed stone filling in wire crates of 4mm dia GI wire of 100 mm x 100mm mesh mechanically woven including the cost of stones and crates all job complete.
7Earth 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 :
8Earth 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 :
9Providing 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 40 mm nominal size)
10Providing 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
11Providing 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)
12Dry random rubble masonry with hard stone in foundation and plinth: Nallah
13Dumping of stones filling behind R/Wall including supply of stone in horizontal on level.
14Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.
15Providing 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)
16Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
17Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1812mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand)
19Carriage of Material by Mech. Transport including loading, unloading & Stacking at site complete
20sand lead up to 70 km.
21Stone aggregate 40 mm nominal size & above for an average distance 12 kms.
22stone aggregate below 40 mm lead up to 12 km. .
23Stone for an average distance 10 kms Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56259930
AUTHORITY Government Departments
TENDER VALUE 50 Lakhs
LAST DATE 16-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for Permanent Restoration Of Road From Laddan To Pakhlai Via Kaira By Way Of Pucca Drain, Boundary Wall With Drain, R/Wall, Crated Wall And 1.00 Mtr Dia Hpc. (Under Permanent Restoration Sasci).
Basic Detail
Tender No e-NIT No. 25 of 2026-27 Dated 02-07-2026
Bidding Type Tender
Location
City Udhampur
State Jammu and Kashmir
Key Dates
Publish Date 04 Jul 2026
Submission Date 16 Jul 2026
Open Date 01 Jan 0001
Finance
Tender Value 50 Lakhs
Tender Fee 1500
EMD 1 Lakhs
Exemption Not Available
Document List
5ddd42ed-50e1-45dd-bb86-ef4fb4096fdb.html
BOQ_1017488.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 04, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 16, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 4 days
Jul 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

5ddd42ed-50e1-45dd-bb86-ef4fb4096fdb.html

xls

BOQ_1017488.xls

pdf

Tendernotice_1.pdf

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