Defence Statutory Bodies & Commissions/Committees Closing in 8 days TDR #56828440

Tender For Special Repair To Internal Road In The Aor Of Age B/R-Ii And Special Repair To Road At Various Locations In The Aor Of Age B/R-I Under Ge 969 Ews

Issued by Statutory Bodies & Commissions/Committees · baramulla, Jammu And Kashmir
Tender Value
80.11 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
8 days left
EMD
1.45 Lakhs
Bank guarantee accepted
Document Fee
1000
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 Special Repair To Internal Road In The Aor Of Age B/R-Ii And Special Repair To Road At Various Locations In The Aor Of Age B/R-I Under Ge 969 Ews

BOQ

Name of Work:- SPL REPAIR TO INTERNAL ROAD IN THE AOR OF AGE B/R-II AND SPL REPAIR TO ROAD AT VARIOUS LOCATIONS IN THE AOR OF AGE B/R-I UNDER GE 969 EWS
Sl. No. Item Description
1Repairs to pot holes any depth not exc 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, path, etc cutting around edges at least 25mm in depth making good by applying tack coat with bitumen of grade VG 10 @5 kgs/ 10 Sqm putting in premix as specified for the bituminuous in premix carpet (2cm thick) well rammed and sealed with premixed sand seal coat (6.8 Kg of binder with 0.06 cum of sand) again well rammed (including supply of premixed binder and sand) depth of potholes nexc 30 mm rolled with power road roller of 8 to 10 tonne capacity complete all as as specified and directed by Engr-in-Charge.
2M&L Preparing black top surface by brushing with wire brush to remove caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc on black top surfaces complete all as specified and directed.
3M&L applying evenly a priming/ tack coat with bituminous primer using paving bitumen of grade VG10 @ 5 Kg/ 10 Sqm on existing black top for below bituminous macadam surfaces complete all as specified and directed.
4M&L for premix bituminous, macadam consolidated thickness, 75mm or less using 4% binder ie paving bitumen grade VG 30 by weight of total mix and aggregate mixed in computerized hot mix plant laid rolled and compacted to required gradient and camber with the help of mechanical paver and power rolled 8 to 10 tonne capacity complete all as specified and directed.
5M&L for bituminious premix semi dense alphaltic concrete 30mm thick (consolidated thickness) using paving bitumen of grade VG-30 with 5,5% binder content by weight of total mix, mixed in computerised Hot Mix Plant and spread by means of Self Propelled Mechanical Paver, rolled and compacted to required cabmer and gradient by using mechanical power road roller of 8 to 12 tonne capacity including applying evenly tack coat with bituminous primer using paving bitumen of grade VG10 @ 5 Kg/ 10 Sqm on existing black top surfaces complete all as specified and directed.
6S&F in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm and 25mm (shank 65mm) of high efficiency Mono rystafie 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 completed as per manufactures instructions etc. complete all as specified and directed by Engineer-in-Charge.
7M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
8M&L for repairs to surfaces of macadam roads by scarifying or picking gravelled macadam or bituminous macadam surfaces in area exc 400 sqm and exc 50 mm and n.exc 100 mm deep, complete all as specified and directed.
9M&L for 15cm thick (compacted thickness) WBM in two layers (each layer 75 mm thick), with coarse aggregates of grading 2 Granite,trap or Basalt(63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required.complete as specified and directed.
10All as per ser item No 9 here-in-before but except material and in one layer of 7.5 cm thick (consolidated thickness), complete all as specified and directed. Note :- Old material retrieved from ser item No 08 here-in-before shall be reused.
11M&L Preparing unsurfaced water bound macadam/ water mix macadam by brushing wiith wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with bituminous primer at viscosity grade paving bitumen (VG-10) @10 kg per 10 sqm etc complete all as specified and directed
12M&L bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder (paving bitumen grade VG-30) content by weight of total mix spread evenly with mechanical paver to desired thickness and to the correct camber, rolled and compacted to required camber & gradient with 8 to 12 tonne power roller/vibratory roller/double drum or tandem roller as suitable complete all as specified and directed by Engr-In-Charge.
13M&L for preparing existing black top surface and applying evenly a priming/tack coat with bituminous primer using viscosity grade paving bitumen (VG-10) @ 5 kg/10 sqm complete all as specified and directed.
14M & L for preparing black top surface and applying evenly a priming/tack coat with bituminous primer using viscosity grade paving bitumen (VG-10) @ 5 kg/10 Sqm and laying Bituminous pre-mix semi dense asphaltic concrete (SDAC) 30mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen VG-30 grade, rolled with 8 to 12 Tonne capacity power roller and compacted to required camber and gradient complete all as specified and directed.
15M& L for painting lines, dashes arrows, letters, etc on raods, pavements and the like exc 10 cm wide with thermoplastic road marking paint with adequate coat white or golden yellow complete all as specified and directed
16Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie 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 completed as per manufactures instructions etc. complete all as specified and directed.Make:-Dark Eye,Sun Eye,Tata BP Solar,Oscar Safety Solution,3M.
17Demolition of brick work or stone boulder masonry,built in cement mortar or cement lime mortar including all quions, arches, pillars, chimney works etc, complete all as specified and directed.
18Demolition of cement concrete (unreinforced) of any description in any position not other wise specifically provided complete all as specified and directed.
19M&L PCC 1:3:6, type C - 2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete completel all as specified and directed.
20M&L walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in cement mortar 1:4,complete all as specified and directed.
21All as per ser item No 20 here-in-before but except stoneNote: Old stone retrieved from ser item no 17 here-in-before shall be reused after proper cleaning.
22M&L for PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) as in coping including necessary formwork, weathering, slightly rounded or chamfered angles complete all as specified and directed.
23M&L for flush pointing to random rubble masonary, uncoursed or brought upto courses in cement mortar 1:3,complete all as specified and directed.
24Extra over stone walling for hammer dressing to face of stones and dressing of face beds and joints, as specified of random rubble walling uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 20 mm on granite or trap stone complete all as specified and directed.
25M&L for cement concrete type 1:3:6, type C2 (using 40mm graded stone aggregate) as in surface channel and drains complete all as specified and directed.
26Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56828440
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 80.11 Lakhs
LAST DATE 31-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender For Special Repair To Internal Road In The Aor Of Age B/R-Ii And Special Repair To Road At Various Locations In The Aor Of Age B/R-I Under Ge 969 Ews
Basic Detail
Tender No CWEK/T-55/969EWS/2026-27
Bidding Type Tender
Location
City baramulla
State Jammu And Kashmir
Key Dates
Publish Date 03 Aug 2026
Submission Date 31 Aug 2026
Open Date 08 Sep 2026
Finance
Tender Value 80.11 Lakhs
Tender Fee 1000
EMD 1.45 Lakhs
Exemption Not Available
Document List
BOQ_876607.xls
d0466039-6e3c-44cb-861d-c5f238c8d568.html
TENDER55.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 03, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Sep 08, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_876607.xls

html

d0466039-6e3c-44cb-861d-c5f238c8d568.html

pdf

TENDER55.pdf

pdf

Tendernotice_1.pdf

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