Defence Statutory Bodies & Commissions/Committees Closing in 1 days TDR #58053652

Tender For Provn Of Parking Shed For 4 X Heavy Veh Waiting Area At Dholewal Under Ge Ludhiana

Issued by Statutory Bodies & Commissions/Committees · Ludhiana, Punjab
Tender Value
17.48 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
1 days left
EMD
34960
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ludhiana → Punjab
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Provn Of Parking Shed For 4 X Heavy Veh Waiting Area At Dholewal Under Ge Ludhiana

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 28-Oct-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 04-Nov-2026

BOQ

Name of Work:- Provn of parking shed for 4 x Heavy Veh waiting Area at Dholewal under GE Ludhiana
Sl. No. Item Description
1M & L for surface excavation n exc 15 CM deep and getting out in soft/ loose soil as specified and directed.
2Excavation over areas in soft/ loose soil, n exc 1.5m deep and getting out complete all as specified and directed.
3Excavation in trencehes n exc 1.5 Mtr wide & N exc 1.5 Mtr deep for foundation and getting out in soft/loose soil complete all as specified and directed.
4Returning filling in including spreading, levelling, watering and well ramming in layers n exc 25 thick in soil complete all as specified and directed.
5Removal of surplus soil to a distance n exc 50 Mtr and depositing where directed at a level n exc 1.5 Mtr above starting point in soil complete all as specified and directed.
6M&L PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete all as specified and directed.
7M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed.
8M&L for TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed.
9M&L for TMT bars 5mm and over upto and including 10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips as in stirrups, spaces and binders complete all as specified and directed.
10M&L Formwork to sides of rough finished surfaces concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed.
11M&L for RCC (Nominal Mix, type B-1 (1:2:4) (20mm graded crushed stone aggregates)) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. (formwork & reinforcement shall be measured and paid seperately)
12M&L for RCC (Nominal Mix, type B-1 (1:2:4)(20mm graded crushed stone aggregates)) as in Columns, pillars, piers, posts and struts complete all as specified and directed.
13M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces complete all as specified & directed.
14M&L for formwork to soffits and sides of beam and lintels for rough finished surfaces of concrete flat complete all as specified and directed.
15M&L for RCC(Nominal Mix, (1:2:4) using 20 mm graded crushed stone aggregate) as in lintels, Beams, cantilevers, bressumers over 1.5 m span complete all as specified and directed. (formwork & reinforcement shall be measured and paid seperately)
16M&L for formwork to edges of concrete flats as in roof slabs exc 10 but n exc 20 cm wide suspended slabs n exc 200mm thick for rough finished surfaces of concrete flat complete all as specified and directed.
17M&L for formwork to soffits of suspended slabs n exc 200mm thick for rough finished surfaces of concrete flat complete all as specified and directed.
18M&L for RCC (Nominal Mix, 1:2:4, (20mm graded crushed stone aggregate) as in slabs supported on walls complete all as specified and directed.
19M&L for rendering 5mm thick on fair faces of brick or concrete surface in cement mortar 1:3 as in ceiling finished even & smooth without using extra cement complete all as specified and directed.
20Preparation of newly plastered surfaces and applying three coats of white wash on ceiling complete all as specified and directed.
21M&L rendering 10mm thick on roof surface in cement mortar (1:3) mixed with water proofing compound finished even and smooth without using extra cement complete all as specified and directed.. (Supply only of water proofing compound shall be measured and paid for separately under appropriate item of this Schedule).
22Supply only integral water proofing compound (ISI marked approved).
23M & L for Precast Block masonary (1:3 :6) type C1 20 mm graded with Solid Block , exc 10 CM in width and setting in Mortar 1 :6 complete all as specified and directed.
24M&L for rendering 15mm thick on fair faces of brick or concrete surface in cement mortar 1:4 mixed with integral water proofing compound finished even & smooth without using extra cementfinished even & smooth without using extra cement complete all as specified and directed.
25M&L rendering 10mm thick on cement or brick wall in cement mortar (1:6) finished even and smooth without using extra cement complete all as specified and directed.
26M&L prepration of newly plastered or pointed surface of walls and applying two coat of cement base paint complete all as specified and directed.
27Preparation of newly plastered surfaces and applying three coats of white wash complete all as specified and directed.
28M &L for 100/75 mm thick hardcore of broken stone boulders of gauge n exc 63mm , deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface in plinth protection complete all as specified and directed.
29M&L 75mm thick cement concrete type C2, 1:3:6 ( 40mm graded stone aggregate) as in plinth protection finishexd even and smooth ( without using extra cement ) Complete all as specified and directed.
30M & L for ATT treating the top surface of filled earth @ 5 Ltr of emulsion/square metre of surface complete all as specified and directed..
31M & L for ATT treating soil under plinth protection @ 5 ltr of emulsion per square metre of surface area complete all as specified and directed.
32M & L for ATT treating the soil along with external perimeterr of bldg @ 2.25 ltr of emulsion per metre of the perimeter wall complete all as specified and directed.
33M&L precast concrete interlocking paver block with grey cement and pigment, any colour & shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade laid over and including 25mm thick sand layer, including necessary cutting and waste as per site requirement complete all as specified and directed.
34M&L 100 mm thick PCC 1:4:8 type D-2 (with using 40mm graded crushed stone aggregate) as in sub base of floor complete all as specfied and directed.
35M&L 100mm thick cement concrete type B-0, 1:2:4 (12.5mm graded crushed stone aggregate ) as in floors finished complete all as specified and directed.
36M&L 75 mm thick PCC ( 1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in Sub base all as specified and directed.
37M &L Providing, plain cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58053652
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 17.48 Lakhs
LAST DATE 04-11-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Parking Shed For 4 X Heavy Veh Waiting Area At Dholewal Under Ge Ludhiana
Basic Detail
Tender No GE/LDH/T-28/2026-27
Bidding Type Tender
Location
City Ludhiana
State Punjab
Key Dates
Publish Date 28 Oct 2026
Submission Date 04 Nov 2026
Open Date 11 Nov 2026
Finance
Tender Value 17.48 Lakhs
Tender Fee 500
EMD 34960
Exemption Available
Document List
13745830-904f-4594-acaf-105659c5525f.html
BOQ_890497.xls
t28.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 04, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 1 day
Nov 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Nov 11, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
html

13745830-904f-4594-acaf-105659c5525f.html

xls

BOQ_890497.xls

pdf

t28.pdf

pdf

Tendernotice_1.pdf

Disclaimer

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