Defence Statutory Bodies & Commissions/Committees Closing in 2 days TDR #56007888

Tender For Provision Of Road At Khalsar Under Ge 873 Ews

Issued by Statutory Bodies & Commissions/Committees · GE 873 EWS, Jammu and Kashmir
Tender Value
70.21 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
2 days left
EMD
1.30 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
GE 873 EWS → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Provision Of Road At Khalsar Under Ge 873 Ews

BOQ

Name of Work:- PROVISION OF ROAD AT KHALSAR UNDER GE 873 EWS
Sl. No. Item Description
1Excavating over areas in hard/ dense soil, not exc. 1.5 m deep and getting out complete all as specified and/ or as directed by Engr-in-Charge.
2Material and labour for rolling and consolidating formation surfaces with power roller of capacity 8 to 12 tonne including filling (if required) in hollow and depressions, soft spots etc. which occur during rolling, watering as necessary and consolidating (for portion coming in cutting/ original ground only) to required level, camber and gradient, keeping roller wheels wet complete all as specified and/ or as directed by Engr-in-Charge.
3Material and labour for 150mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified in Table 400-1 of MoRTH specifications for Road and Bridge works 2013, in a single layer over compacted subgrade with nature sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80 - 100 KN static weight for achieveing required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and/ or as directed by Engr-in-Charge with finished surface tolerances as per Table 900-1 of MoRTH specification for Road and Bridge Works 2013.
4Material and labour for 150mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm each, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibrator roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and/ or as directed by Engr-in-Charge. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013.
5Material and labour for preparing of unsurfaced WMM surfaces by brushing with wire brushes for removing caked mud etc sweeping with broom & finally fanning the cleaned surfaces with gunny bag to remove all loose dirt etc complete all as specified and/ or as directed by Engr-in-Charge.
6Material and labour for applying evenly a priming/tack coat with mechanical sprayer using bituminous primer (VG-10) @ 10 Kg per 10 sq metre over prepared surfaces complete all as specified and/ or as directed by Engr-in-Charge.
7Material & Labour for premixed bituminous macadam using paving bitumen of VG-10 grade with binder content 4% by weight of total mix and compacted to required gradient and camber laid by mechanical paver (consolidated thickness 75 mm or less) with power roller of capacity 8 to 12 tonne, complete all as specified and/ or as directed by Engr-in-Charge.
8Material and labour for applying evenly a priming/tack coat with mechanical sprayer using bituminous primer (VG-10) @ 05 Kg per 10 sq metre over black top surfaces complete all as specified and/ or as directed by Engr-in-Charge.
9Material & labour for bituminus premix semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of VG-10 grade from hot mix plant, rolled and compacted to required camber and gradient using mechanical self propelled paver and rolled with pnuematic vibratory power roller 8 to 12 tonne capacity, complete all as specified and directed. Note: (i) Bituminous premix carpet will be laid by using hot mix plant and mechanical paver only.(ii) Work shall be executed as per design mix as approved by GE.(iii) The binder content specified is minimum. Financial effect of any plus variation in binder content during design mix at site shall be borne by contractor without any extra cost to the government.
10Material & labour for preparing new bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows, etc. and the like exc. 10cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS3262-1989 with special applicator machine all as per manufacturer's instruction, complete all as specified and/ or as directed by Engr-in-Charge.
11Supply and fix solar cat eye aluminum alloy (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystal solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd complete as per manufacturer's instructions all as specified and/ or as directed by Engr-in-Charge.
12Removing excavated soil to a distance not exc. 50 mtrs and depositing where directed at level not exc. 1.5m above the starting point complete all as specified and/ or as directed by Engr-in-Charge.
13Removing excavated soil to a distance beyond 150m and upto a total distance of 200m and depositing where directed at level not exc. 1.5m above the starting point, complete all as specified and/or as directed by Engr-in-Charge.
14Supply and fix metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and/ or as directed by Engr-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56007888
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 70.21 Lakhs
LAST DATE 14-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provision Of Road At Khalsar Under Ge 873 Ews
Basic Detail
Tender No 138WE/L-20/2026-27
Bidding Type Tender
Location
City GE 873 EWS
State Jammu and Kashmir
Key Dates
Publish Date 16 Jun 2026
Submission Date 14 Jul 2026
Open Date 21 Jul 2026
Finance
Tender Value 70.21 Lakhs
Tender Fee 1000
EMD 1.30 Lakhs
Exemption Available
Document List
ba605da9-f7fe-4f0b-9d5b-9ed0350e1231.html
BOQ_865020.xls
TenderL20202627.pdf
Tendernotice_1.pdf

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Tender Timeline

Jun 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Jul 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

ba605da9-f7fe-4f0b-9d5b-9ed0350e1231.html

xls

BOQ_865020.xls

pdf

TenderL20202627.pdf

pdf

Tendernotice_1.pdf

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