Tender ID

DEFPROC

Active

Works

Civil Works

CA NO. GE/CHM-113/2026-2027 PROVN OF TOILET AND BATHROOM AT WKSP, MT AREA, BTY OFFICE, P-1193 AND TRAINING SHED UNDER AGE B/R III AT CHANDIMANDIR

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Chandimandir | Panchkula, Haryana

Amount: ₹38.5 LCloses: 28 Nov 2026

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Timeline

Published7 Nov 2026
Submission Opens21 Nov 2026
Closes28 Nov 2026
Bid Opening30 Nov 2026

Tender Value

₹38.5 L

EMD Value

₹76,900

Closing Date

28 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

Garrison Engineer

Address

Garrison Engineer Chandimandir panchkula Haryana 134107

Work Description

CA NO. GE/CHM-113/2026-2027 PROVN OF TOILET AND BATHROOM AT WKSP, MT AREA, BTY OFFICE, P-1193 AND TRAINING SHED UNDER AGE B/R III AT CHANDIMANDIR

Tender Information

Tender ID

2026_MES_797858_1

Reference Number

GE/CHM-113/2026-2027

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Chandimandir

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copy of application on letter head of firm requesting issue of tender (.pdf)

RequiredScanned copy of DD /BC of tender (.pdf)

RequiredScanned copy of enlistment letter in MES and Registration certificate of GST (.pdf)

RequiredUnenlisted firms- scanned copy of doc meeting the criteria of enlistment for requisite class and cat (.pdf)

RequiredUnenlisted firms- undertaking for no recovery outstanding in any Govt department (.pdf)

RequiredUnenlisted firms- Scanned copy of affidavit for bid securing declaration as per para 6 on page 2 (.pdf)

RequiredUnenlisted firms- Scanned coy of DD /BC for Earned Money if not exempt (.pdf)

RequiredContractor of one class below shall upload the documents as per clause No 1 page No 11 (.pdf)

Finance

RequiredPrice id (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Garrison Engineer

EMD Fee Amount

₹76,900

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Nov 2026

Published

7 Nov 2026

Bid Opening

30 Nov 2026

Download Starts

7 Nov 2026

Download Ends

28 Nov 2026

Submission Starts

21 Nov 2026

Clarification Period

7 Nov 2026 - 14 Nov 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (107 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and n exc 1.5m in depth and getting out in soft and loose soil all as specified & directed by Engineer-in-Charge.	120	Cubic metre	-	-
2	providing cement concrete type D2, 1:4:8 using 40 mm graded stone aggregate, as in foundation, mass concrete etc., complete all as specified and as directed	10.4	Cubic metre	-	-
3	Reinforced cement concrete type A-1, 1:1½:3 (nominal mix, using 20mm graded crushed stone aggregate) as 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	6.6	Cubic metre	-	-
4	Reinforced cement concrete type A-1, 1:1½:3 (nominal mix, using 20mm graded crushed stone aggregate) as in beams, cantilevers, bressumers, lintels over 1.5 metre span and the like complete all as specified and directed (reinforcement shall be measured and paid for separately).	6.8	Cubic metre	-	-
5	Reinforced cement concrete type A-1, 1:1½:3 (nominal mix, using 20mm graded crushed stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings balconies, canopies, deck slabs and in shelves and the like etc complete all as specified and directed.	21.3	Cubic metre	-	-
6	Form Work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundations and plinth beams and similar work, vertical or to batter to give rough finish to flat surfaces complete all as specified and directed.	55	Square Metre	-	-
7	Form work to sides and soffits of floor or roof beams, beam haunchings, girders, shelves including supports, overhangs etc also splays between floors and beams etc rough finished surface of concrete flat complete all as specified and directed.	50	Square Metre	-	-
8	Flat Formwork to rough finished surfaces of concrete to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed.	119	Squre Meter	-	-
9	Form work to edges of concrete flats, treads, break in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20cm wide and side of RCC / PCC bends in walls , horizontal or sloping and similar work exc 10cm but n.exc 20cm wide complete all as specified and directed.	106	Running Meter	-	-
10	MS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed ) not less than 0.9 mm dia or securing with clips complete all as specified and directed.	1,780	Kilogram	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.30 MB

Work Item Documents

Tenderpages113_C.pdf

Tender Documents • 1.15 MB

BOQ_895011.xls

BOQ • 0.36 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and n exc 1.5m in depth and getting out in soft and loose soil all as specified & directed by Engineer-in-Charge.

120

Cubic metre

providing cement concrete type D2, 1:4:8 using 40 mm graded stone aggregate, as in foundation, mass concrete etc., complete all as specified and as directed

10.4

Cubic metre

Reinforced cement concrete type A-1, 1:1½:3 (nominal mix, using 20mm graded crushed stone aggregate) as 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

6.6

Cubic metre

Reinforced cement concrete type A-1, 1:1½:3 (nominal mix, using 20mm graded crushed stone aggregate) as in beams, cantilevers, bressumers, lintels over 1.5 metre span and the like complete all as specified and directed (reinforcement shall be measured and paid for separately).

6.8

Cubic metre

Reinforced cement concrete type A-1, 1:1½:3 (nominal mix, using 20mm graded crushed stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings balconies, canopies, deck slabs and in shelves and the like etc complete all as specified and directed.

21.3

Cubic metre

Form Work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundations and plinth beams and similar work, vertical or to batter to give rough finish to flat surfaces complete all as specified and directed.

Square Metre

Form work to sides and soffits of floor or roof beams, beam haunchings, girders, shelves including supports, overhangs etc also splays between floors and beams etc rough finished surface of concrete flat complete all as specified and directed.

Square Metre

Flat Formwork to rough finished surfaces of concrete to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed.

119

Squre Meter

Form work to edges of concrete flats, treads, break in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20cm wide and side of RCC / PCC bends in walls , horizontal or sloping and similar work exc 10cm but n.exc 20cm wide complete all as specified and directed.

106

Running Meter

MS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed ) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

1,780

Kilogram