Housing Urban and Rular Development Government Departments Closing in 7 days TDR #57489899

Tender For Upgradation Of Sadnar To Khushipora Road

Issued by Government Departments · Baramulla, Jammu and Kashmir
Tender Value
34.88 Lakhs
Estimated cost
Bid Submission
22 Sep 2026
7 days left
EMD
69760
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Upgradation Of Sadnar To Khushipora Road

BOQ

Name of Work:- Upgradation of Sadnar to Khushipora road
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 Sqm on plan) including disposal of excavated earth up to all leads, as directed by Engineer-in-Charge. All kinds of soil
2Earth work in excavation by manual / mechanical 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 up to all leads.
3Providing and laying in position dry stone soling/Nallah Boulders hand packed including carriage upto all leads by MT Complete job
4Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand / crushed stone dust : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
5Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.
6Providing and laying damp-proof Coarse / coping 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
7Supply & filling of stones into wire crates hand packed including tipping of stones/tightening of crates with equipments including all cost & carriage/wire crates complete job.
8Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1 : 4 : 8 Mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size ) crushed
9Centering and shuttering including strutting, propping etc. and removal of form work for:
10Providing 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 ) crushed
11Providing and laying in position dry Nallah Muck/Quarry Muck/RBM/Soling including carriage upto all leads by Mechanical Transport. Complete job
12Supplying and Stacking at site including laying, 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 agg, watering and compacting to the reqd. density.
13Providing and laying of RCC Spun pipes including trench excavation, dressing ramming, laying nallah muck / boulders underneath the pipes and providing nallah muck / quarry muck / G.S.B cushion of specified thickness as directed by the officer In-Charge. Inclusive of all carriages, consolidation, watering etc.600 mm
14900 mm
15Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
16Carraige of materials including loading and unloadingSand by MT 20 km from Jehama
17Aggregate by MT 25 km from Langate
18Stones by MT 25 km from Baramulla Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57489899
AUTHORITY Government Departments
TENDER VALUE 34.88 Lakhs
LAST DATE 22-09-2026
Authority
Authority Name Public Works Department
Work Description Tender for Upgradation Of Sadnar To Khushipora Road
Basic Detail
Tender No e nit 56 of 2026-27 dated 12/09/2026
Bidding Type Tender
Location
City Baramulla
State Jammu and Kashmir
Key Dates
Publish Date 12 Sep 2026
Submission Date 22 Sep 2026
Open Date 23 Sep 2026
Finance
Tender Value 34.88 Lakhs
Tender Fee 1100
EMD 69760
Exemption Not Available
Document List
0286aba8-00cb-475d-b23f-08130302c5f5.html
BOQ_1093612.xls
Tendernotice_1 (19).pdf

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Tender Timeline

Sep 12, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Sep 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
html

0286aba8-00cb-475d-b23f-08130302c5f5.html

xls

BOQ_1093612.xls

pdf

Tendernotice_1 (19).pdf

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