Defence Statutory Bodies & Commissions/Committees Closing in 17 days TDR #58325837

Tender For Special Repair To Bituminious Road Approaching From Gate No 2 Of Cariappa Parade Ground And Special Repair To Mastic Flooring At Cariappa Parade Ground Under Ge (P) East Delhi Cantt-10

Issued by Statutory Bodies & Commissions/Committees · New Delhi, Delhi
Tender Value
95.88 Lakhs
Estimated cost
Bid Submission
30 Nov 2026
17 days left
EMD
1.69 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Special Repair To Bituminious Road Approaching From Gate No 2 Of Cariappa Parade Ground And Special Repair To Mastic Flooring At Cariappa Parade Ground Under Ge (P) East Delhi Cantt-10

BOQ

Name of Work:- SPECIAL REPAIR TO BITUMINIOUS ROAD APPROACHING FROM GATE NO 2 OF CARIAPPA PARADE GROUND AND SPECIAL REPAIR TO MASTIC FLOORING AT CARIAPPA PARADE GROUND UNDER GE (P) EAST DELHI CANTT-10
Sl. No. Item Description
1Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority : HQ CWE NO 2 DELHI CANTT-10 NAME OF WORK: SPECIAL REPAIR TO BITUMINIOUS ROAD APPROACHING FROM GATE NO 2 OF CARIAPPA PARADE GROUND AND SPECIAL REPAIR TO MASTIC FLOORING AT CARIAPPA PARADE GROUND UNDER GE (P) EAST DELHI CANTT-10 Contract No : CWE/PE/TOKEN-52/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Rates only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sch. itemNo. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Rs. Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words
2Material & labour for preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specifed and directed.
3M&L for applying evenly tack coat with using paving bitumen VG-10 at the rate of 5 Kg per 10 Sqm on prepared black top surfaces, complete all as specified and directed.
4M&L for Premix bituminous macadam with 4% paving using bitumen VG-30 paving grade( 50 -70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidated thickness upto maximum 75 mm) complete all as specified and directed.
5Providing and laying Bituminous premix Asphaltic dense concrete using crushed stone aggregates of specified grading premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity. Notes : (i) The contractor shall quote the rate against item considering 5.5 % VG-30 bitumen content. Job Mix formula as per clause No. 505.3.3 of MORT&H specification for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/CTL/Govt Engg Collage and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 5.4 % by weight of total mix as per clause 507.2.5 of MoRT&H specifications (Fifth Revision).(ii) The cost of materials, transportation, Job mix formula form lab and testing charges for various tests as required are included in the unit rate quoted by the contractor.(iii) Cost of Filler i.e. rock dust, hydrated lime or cement is deemed to be included in unit rate.
6M&L for applying 2.50mm thick road marking strips/lines/dashes/arrows/letters (retro-reflective) of specified shade/colour using hot thermosplatic material by fully/semi automatic thermoplastic paint applicator machine fitted with profiles shoes glass beads dispenser propane tank heater and profile shoes driven by experienced operator on road surface including cost of materials labour etc on new/old road surface including T&P cleaning the road surface of all dirt seals, oil, grease and foreign material etc complete all as specified and directed.Notes :-(i) The rates shall be inclusive of mixing glass beads (ballotini) in thermoplastic material.(ii) The quantity of ballotini included/mixed during the manufacture of material should not be less than 20% by mass of mixture or applied to the surface of the thermoplastic immediately application is complete @ 300 grms / sqm as directed by Engr -in-Charge. The ballotini shall comply with BS6088 : 1981 (1993) \\"Specification for Solid Glass Beads for use with Road Marking\\".
7Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mmwith PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable sizeas per manufactures instructionscomplete all as specified and directed.
8Dismantling of existing damaged bitumen surface as per requirement in single pass with suitable cold milling machine fitted with load convey for loading the milled material directly on trucks upto any depth and hauling the milled material upto any lead and stacking bat nearest recycling plant site (40% of scrapped volume of material will be assumed to be retrieved) complete all as specified and directed.
9Material & labour for preparation of Unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specifed and directed.
10M&L for applying evenly tack coat with using paving bitumen VG-10 at the rate of 10 Kg per 10 Sqm on existing damaged bitumen surfaces and preperation of surfaces, complete all as specified and directed.
11M&L for laying 25mm thick mastic asphalt wearing course with paving/industrial grade 885/25 bitumen with minimum 14% and maximum 17% by weight of total mix as per table 500-42 and meeting the requirement of physical properties of binder given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including surface finish as per clause 516.4.7 of MORTH as for providing finger grained hard stone chipping of 13.2mm nominal size at the approximate spacing of 10cm centre to centre in both sides directions, pressed into surface when the temerature of surface is not less than 100 degree centigrade protruding 1mm to 4mm over mastic surfaces, all complete as per clause 516 of MORTH specification of road & bridge (5th revision) of 2013 latest edition and IRC :107-2013 all as directed by Engineer-in-Charge.
12Removing bituminous material aggregate to a distance of ex 10 km or beyond outside MoD land and the lead including the rates of loading, unloading and stacking at the destination complete all as specified and directed. Total in Figures 0.0 23 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58325837
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 95.88 Lakhs
LAST DATE 30-11-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Special Repair To Bituminious Road Approaching From Gate No 2 Of Cariappa Parade Ground And Special Repair To Mastic Flooring At Cariappa Parade Ground Under Ge (P) East Delhi Cantt-10
Basic Detail
Tender No 8662/CWE/PE/TOKEN-52/26-27/E8
Bidding Type Tender
Location
City New Delhi
State Delhi
Key Dates
Publish Date 02 Nov 2026
Submission Date 30 Nov 2026
Open Date 01 Dec 2026
Finance
Tender Value 95.88 Lakhs
Tender Fee 1000
EMD 1.69 Lakhs
Exemption Available
Document List
52.pdf
8970784a-ae70-41b9-a052-29bfc98bfbed.html
BOQ_893730.xls
Tendernotice_1.pdf

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Tender Timeline

Nov 02, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 17 days
Dec 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 18 days

Tender Documents

Download All (ZIP) ↓
pdf

52.pdf

html

8970784a-ae70-41b9-a052-29bfc98bfbed.html

xls

BOQ_893730.xls

pdf

Tendernotice_1.pdf

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