Tender ID

DEFPROC

Active

Works

Civil Works

PROVN OF HARD STANDING WITH PAVER BLOCK FOR INDUS UTILITY COMPLEX AT KIARI AND PROVN OF OVERHEADING OF 11 KV UNDERGROUND ELECTRIC LINE NEAR INDUS RIVER UNDER AGE BR-II, GE 860 EWS

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Kiari | Armed Forces (APS)

Amount: ₹42.5 LCloses: 26 Nov 2026

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Timeline

Published6 Nov 2026
Submission Opens20 Nov 2026
Closes26 Nov 2026
Bid Opening28 Nov 2026

Tender Value

₹42.5 L

EMD Value

₹85,000

Closing Date

26 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

GE 860 EWS

Address

GE 860 EWS PIN-913860 c/o 56 APO

Work Description

PROVN OF HARD STANDING WITH PAVER BLOCK FOR INDUS UTILITY COMPLEX AT KIARI AND PROVN OF OVERHEADING OF 11 KV UNDERGROUND ELECTRIC LINE NEAR INDUS RIVER UNDER AGE BR-II, GE 860 EWS

Tender Information

Tender ID

2026_MES_797673_1

Reference Number

8187/2026-27/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

270 days

Location

Kiari

Source Website

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Eligibility / Pre-Qualification

As per tender documents

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Application for issue of tender (.pdf)

RequiredScanned copy of Demand Draft of INR 500 (.pdf)

RequiredScanned copy of MES enlistment letter (.pdf)

RequiredScanned copy of all documents as mentioned in NIT for un-enlisted contractor (.pdf)

RequiredScanned copy of GST Registration Number (.pdf)

RequiredScanned copy of EPF Registration Number (.pdf)

RequiredScanned copy of Earnest Money deposit for un-enlisted contractor (.pdf)

Finance

RequiredTender documents (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE 860 EWS, Karu

EMD Fee Amount

₹85,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Nov 2026

Published

6 Nov 2026

Bid Opening

28 Nov 2026

Download Starts

6 Nov 2026

Download Ends

26 Nov 2026

Submission Starts

20 Nov 2026

Clarification Period

6 Nov 2026 - 19 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (24 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface dressing n. exc 15cm deep in soft/loose soil.	1,520	Sqm	-	-
2	M&L for Hardcore of gauge n. exc. 63 mm deposited, spread and levelled in layers n. exc. 15 cm thick, watered and rammed to a true surface complete all as spd & directed.	228	Cum	-	-
3	M&L for cement concrete 1:3:6 100 mm thick type C-2 using 40mm graded stone aggregate over rammed earth as in sub base to receive floor finish etc complete all as specified.	1,520	Sqm	-	-
4	Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete.	1,520	Sqm	-	-
5	M&L for Providing, cement concrete in roof kerbs or mud stops, rounded or chamfered on edges type B-1 1:2:4 (20 mm graded aggregate).	22	Cum	-	-
6	Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for laying of cable / stay assy/HT/LT poles and getting out in hard and dense soil, complete all as specified and as directed by the Engr-in-Charge.	11.88	Cum	-	-
7	Excavating in trenches not exceeding 1.5 m wide and not exceeding 3.0 m depth for foundation of poles and getting out in hard/dense soil complete all as specified and as directed by Engr-in charge.	3.52	Cum	-	-
8	Returning filling including spreading, watering and well ramming in layers not exceeding 25 cm in hard and dense soil complete all as specified and as directed by Engr-in charge.	2.7	Cum	-	-
9	Removing excavated material not exceeding 50 mtrs and deposited where directed at a level n. exc 1.5 mtr above the starting point complete all as specified and as directed by Engr-in charge.	12.7	Cum	-	-
10	M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation of poles including use of necessary form works for rough finished surface complete all as specified and directed by Engr-in-Charge.	1.19	Cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.37 MB

Work Item Documents

Tender1.pdf

Tender Documents • 0.51 MB

Tender3.pdf

Tender Documents • 0.20 MB

BOQ_894806.xls

BOQ • 0.23 MB

Tender2.pdf

Tender Documents • 0.91 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Surface dressing n. exc 15cm deep in soft/loose soil.

1,520

Sqm

M&L for Hardcore of gauge n. exc. 63 mm deposited, spread and levelled in layers n. exc. 15 cm thick, watered and rammed to a true surface complete all as spd & directed.

228

Cum

M&L for cement concrete 1:3:6 100 mm thick type C-2 using 40mm graded stone aggregate over rammed earth as in sub base to receive floor finish etc complete all as specified.

1,520

Sqm

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete.

1,520

Sqm

M&L for Providing, cement concrete in roof kerbs or mud stops, rounded or chamfered on edges type B-1 1:2:4 (20 mm graded aggregate).

Cum

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for laying of cable / stay assy/HT/LT poles and getting out in hard and dense soil, complete all as specified and as directed by the Engr-in-Charge.

11.88

Cum

Excavating in trenches not exceeding 1.5 m wide and not exceeding 3.0 m depth for foundation of poles and getting out in hard/dense soil complete all as specified and as directed by Engr-in charge.

3.52

Cum

Returning filling including spreading, watering and well ramming in layers not exceeding 25 cm in hard and dense soil complete all as specified and as directed by Engr-in charge.

2.7

Cum

Removing excavated material not exceeding 50 mtrs and deposited where directed at a level n. exc 1.5 mtr above the starting point complete all as specified and as directed by Engr-in charge.

12.7

Cum

M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation of poles including use of necessary form works for rough finished surface complete all as specified and directed by Engr-in-Charge.

1.19

Cum