Defence Statutory Bodies & Commissions/Committees Closing in 18 days TDR #56947628

Tender For Repairs To Roads Including Road Furniture At Manasbal Under Ge 970 Ews

Issued by Statutory Bodies & Commissions/Committees · srinagar, Jammu and Kashmir
Tender Value
10.91 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
18 days left
EMD
21820
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Repairs To Roads Including Road Furniture At Manasbal Under Ge 970 Ews- 1 M&L Repair To Potholes, Area Not Exceeding 1.0 Sqm Each Including Sweeping Free From Dust And Mud Or Water, Scoring Sunken Surfaces In Roads, Paths Etc. Cutting Around Edges To At Least 25Mm In Depth, Making Good By Filling In Screened And Graded Road Metal, Watering And Well Ramming And Applying A Tack Coat With Bituminous Primer @ 5 Kg Per 10 Sqm Of Paving Bitumen Of Grade Vg-10, Putting In Premixed Bituminous Macadam, Well Rammed And Sealed With Binder 9.8 Kg Per 10 Sqm Using Paving Bitumen Of Grade Vg-30, Binded With 0.09 Cum Of Stone Chippings 6.3Mm Size And Again Well Rammed (Including Supply Of Premixed Macadam, Binder And Chippings), Depth Of Potholes Exceeding 30Mm, Complete All As Specified And As Directed. 2 Preparing Existing Black Top Surfaces By Brushing With Wire Brushes For Removing Caked Mud Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bag Or Mechanical Air Compressor To Remove Loose Dirt Etc, Complete All As Specified And Directed. 3 M&L Applying Evenly A Priming/ Tack Coat With Bituminous Primer @ 05 Kg/ 10 Sqm Of Paving Bitumen Of Grade Vg-10, Complete All As Specified And Directed. 4 M&L Premixed Bituminuous Macadam Using 4% Binder Content Of Paving Bitumen Of Grade Vg-30 By Weight Of Total Mix (Consolidated Thickness 75Mm Or Less), Laying With Mechanical Paver And Rolled And Compacted To Required Camber And Gradient Using 10 To 12 Tonne Power Roller, Complete All As Specified And Directed. Notes :-(A) Premixed Bituminuous Macadam Shall Be Laid Using Self Propelled Hydrostatic Paver Finisher And Preparation Of Mix Shall Be Using Hot Mix Plant And Transporting The Mix In Tipper.(B) The Exact Bitumen Content Required Shall Be Determined Follwing The Mix Design Procedure Contained In The Asphalt Institute Manual Ms-2 (Sixth Edition) As Referred In Case 3.5.3 Of Irc 111:2009. The Adjustment In Rate Due To Variation In Quantity Of Bitumen If Any Shall Be Priced At The Rate Of Rs. 80.00 Per Kg Of Bitumen. (C) Design Mix Shall Be Got Done By The Contractor At His Own Expenses From Lab As Decided By Ge.(D) Contractor Shall Quote His Rate By Considering Binder Content @ 4% Of Total Mix By Weight However In Case Of Any Variation On Lower Side In Weight Of Binder Contents As Per Actual Mix Design The Same Shall Be Adjusted @ Rs 80 Kg Of Bitumen. 5 M&L Bituminous Premix Asphaltic Semi Dense Concrete (Sdac) 30Mm Thick (Consolidated Thickness) With 5.5% Binder Content Of Paving Bitumen Of Grade Vg-30 By Weight Of Total Mix, Rolled And Compacted To Required Camber And Gradient Using 10 To 12 Tonne Power Roller And Laying With Mechanical Paver, Complete All As Specified And Directed. Notes :- (A) Bituminous Premix Semi Dense Asphaltic Concrete Shall Be Prepared In Central Computerised Hot Mix Plant. (B) Design Mix Shall Be Got Done By The Contractor At His Own Expenses From Nabl Laboratory As Decided By Ge. (C) Contractor Shall Quote His Rates By Considereing Binder Contents @ 5.5% Of Total Mix By Weight, However In Case Of Any Variation In Weight Of Binder Contents On Lower Side As Per Actual Mix Design, The Same Shall Be Ajusted @ Rs. 80.00 Per Kg Of Bitumen. 6 M&L Preparing Bituminous Surfaces Of Road And Marking 2.5Mm Thick Centre Lines, Stop Lines, Dashes, Arrows Etc. And The Like Not Exceeding 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 Instructions Including Traffic Diversion Arrangement Complete All As Specified And Directed. 7 S&F In Repairs Metal Tubular Dealineator 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 Thermoplastic Elastomer 3 Bands Of Green, Red And Yellow Reflector Radium Tape Of 25Mm Wide Strips With Anti Theft Steel Net For Reflector Protection Including Embedding In Pcc 1:2:4 (150X150X300Mm) Type B-1 Complete All As Specified And Directed. 8 S&F In Repairs Cat Eye Solar Reflective Type Of Metal Body Alloy Of Size 100Mm X 100Mm X 20Mm With Pama Striplens Reflector Or Model No Da 972.0 Fixed With And Including Ms Stud Of Suitable Size As Per ManufacturerS Instructions Complete All As Per Specified And Directed.

BOQ

Name of Work:- Repairs to roads including road furniture at manasbal UNDER GE 970 EWS
Sl. No. Item Description
1M&L repair to potholes, area not exceeding 1.0 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming and applying a tack coat with bituminous primer @ 5 Kg per 10 Sqm of paving bitumen of Grade VG-10, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm using paving bitumen of grade VG-30, binded with 0.09 Cum of stone chippings 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exceeding 30mm, complete all as specified and as directed.
2Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bag or mechanical air compressor to remove loose dirt etc, complete all as specified and directed.
3M&L applying evenly a priming/ tack coat with bituminous primer @ 05 Kg/ 10 Sqm of paving bitumen of Grade VG-10, complete all as specified and directed.
4M&L premixed bituminuous macadam using 4% binder content of paving bitumen of Grade VG-30 by weight of total mix (consolidated thickness 75mm or less), laying with mechanical paver and rolled and compacted to required camber and gradient using 10 to 12 tonne power roller, complete all as specified and directed. Notes :-(a) Premixed Bituminuous Macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.(b) The exact bitumen content required shall be determined follwing the Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111:2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs. 80.00 Per KG of bitumen. (c) Design mix shall be got done by the contractor at his own expenses from lab as decided by GE.(d) Contractor shall quote his rate by considering binder content @ 4% of total mix by weight however in case of any variation on lower side in weight of binder contents as per actual mix design the same shall be adjusted @ Rs 80 Kg of bitumen.
5M&L bituminous premix asphaltic semi dense concrete (SDAC) 30mm thick (consolidated thickness) with 5.5% binder content of paving bitumen of grade VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 10 to 12 tonne power roller and laying with mechanical paver, complete all as specified and directed. Notes :- (a) Bituminous premix semi dense asphaltic concrete shall be prepared in central computerised hot mix plant. (b) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as decided by GE. (c) Contractor shall quote his rates by considereing binder contents @ 5.5% of total mix by weight, however in case of any variation in weight of binder contents on lower side as per actual mix design, the same shall be ajusted @ Rs. 80.00 Per Kg of bitumen.
6M&L preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 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 manufacturer's instructions including traffic diversion arrangement complete all as specified and directed.
7S&F in repairs metal tubular dealineator 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 thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B-1 complete all as specified and directed.
8S&F in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector or model No DA 972.0 fixed with and including MS stud of suitable size as per manufacturer's instructions complete all as per specified and directed.
9Notes :-An amount of Rs. 3000.00 on account of Credit Schedule for Schedule 'A' Part-II shall be deducted from total quoted amount of BOQ to arrive at the contract sum. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56947628
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 10.91 Lakhs
LAST DATE 31-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender For Repairs To Roads Including Road Furniture At Manasbal Under Ge 970 Ews- 1 M&L Repair To Potholes, Area Not Exceeding 1.0 Sqm Each Including Sweeping Free From Dust And Mud Or Water, Scoring Sunken Surfaces In Roads, Paths Etc. Cutting Around Edges To At Least 25Mm In Depth, Making Good By Filling In Screened And Graded Road Metal, Watering And Well Ramming And Applying A Tack Coat With Bituminous Primer @ 5 Kg Per 10 Sqm Of Paving Bitumen Of Grade Vg-10, Putting In Premixed Bituminous Macadam, Well Rammed And Sealed With Binder 9.8 Kg Per 10 Sqm Using Paving Bitumen Of Grade Vg-30, Binded With 0.09 Cum Of Stone Chippings 6.3Mm Size And Again Well Rammed (Including Supply Of Premixed Macadam, Binder And Chippings), Depth Of Potholes Exceeding 30Mm, Complete All As Specified And As Directed. 2 Preparing Existing Black Top Surfaces By Brushing With Wire Brushes For Removing Caked Mud Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bag Or Mechanical Air Compressor To Remove Loose Dirt Etc, Complete All As Specified And Directed. 3 M&L Applying Evenly A Priming/ Tack Coat With Bituminous Primer @ 05 Kg/ 10 Sqm Of Paving Bitumen Of Grade Vg-10, Complete All As Specified And Directed. 4 M&L Premixed Bituminuous Macadam Using 4% Binder Content Of Paving Bitumen Of Grade Vg-30 By Weight Of Total Mix (Consolidated Thickness 75Mm Or Less), Laying With Mechanical Paver And Rolled And Compacted To Required Camber And Gradient Using 10 To 12 Tonne Power Roller, Complete All As Specified And Directed. Notes :-(A) Premixed Bituminuous Macadam Shall Be Laid Using Self Propelled Hydrostatic Paver Finisher And Preparation Of Mix Shall Be Using Hot Mix Plant And Transporting The Mix In Tipper.(B) The Exact Bitumen Content Required Shall Be Determined Follwing The Mix Design Procedure Contained In The Asphalt Institute Manual Ms-2 (Sixth Edition) As Referred In Case 3.5.3 Of Irc 111:2009. The Adjustment In Rate Due To Variation In Quantity Of Bitumen If Any Shall Be Priced At The Rate Of Rs. 80.00 Per Kg Of Bitumen. (C) Design Mix Shall Be Got Done By The Contractor At His Own Expenses From Lab As Decided By Ge.(D) Contractor Shall Quote His Rate By Considering Binder Content @ 4% Of Total Mix By Weight However In Case Of Any Variation On Lower Side In Weight Of Binder Contents As Per Actual Mix Design The Same Shall Be Adjusted @ Rs 80 Kg Of Bitumen. 5 M&L Bituminous Premix Asphaltic Semi Dense Concrete (Sdac) 30Mm Thick (Consolidated Thickness) With 5.5% Binder Content Of Paving Bitumen Of Grade Vg-30 By Weight Of Total Mix, Rolled And Compacted To Required Camber And Gradient Using 10 To 12 Tonne Power Roller And Laying With Mechanical Paver, Complete All As Specified And Directed. Notes :- (A) Bituminous Premix Semi Dense Asphaltic Concrete Shall Be Prepared In Central Computerised Hot Mix Plant. (B) Design Mix Shall Be Got Done By The Contractor At His Own Expenses From Nabl Laboratory As Decided By Ge. (C) Contractor Shall Quote His Rates By Considereing Binder Contents @ 5.5% Of Total Mix By Weight, However In Case Of Any Variation In Weight Of Binder Contents On Lower Side As Per Actual Mix Design, The Same Shall Be Ajusted @ Rs. 80.00 Per Kg Of Bitumen. 6 M&L Preparing Bituminous Surfaces Of Road And Marking 2.5Mm Thick Centre Lines, Stop Lines, Dashes, Arrows Etc. And The Like Not Exceeding 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 Instructions Including Traffic Diversion Arrangement Complete All As Specified And Directed. 7 S&F In Repairs Metal Tubular Dealineator 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 Thermoplastic Elastomer 3 Bands Of Green, Red And Yellow Reflector Radium Tape Of 25Mm Wide Strips With Anti Theft Steel Net For Reflector Protection Including Embedding In Pcc 1:2:4 (150X150X300Mm) Type B-1 Complete All As Specified And Directed. 8 S&F In Repairs Cat Eye Solar Reflective Type Of Metal Body Alloy Of Size 100Mm X 100Mm X 20Mm With Pama Striplens Reflector Or Model No Da 972.0 Fixed With And Including Ms Stud Of Suitable Size As Per ManufacturerS Instructions Complete All As Per Specified And Directed.
Basic Detail
Tender No 134WE-63(T)/2026-27
Bidding Type Tender
Location
City srinagar
State Jammu and Kashmir
Key Dates
Publish Date 10 Aug 2026
Submission Date 31 Aug 2026
Open Date 02 Sep 2026
Finance
Tender Value 10.91 Lakhs
Tender Fee 500
EMD 21820
Exemption Not Available
Document List
BOQ_878106.xls
cd36323d-1353-49da-8a45-df00b45e2bdc.html
PS63.pdf
Tendernotice_1 (7).pdf

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Tender Timeline

Aug 10, 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 · 18 days
Sep 02, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 20 days

Tender Documents

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xls

BOQ_878106.xls

html

cd36323d-1353-49da-8a45-df00b45e2bdc.html

pdf

PS63.pdf

pdf

Tendernotice_1 (7).pdf

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