Tender ID

DEFPROC

To Be Opened

Works

Water Equipments/ Meter/ Drilling/ Boring

SPL REP TO BOREWELL AT PH-3, AUGMENTATION OF WATER SUPPLY NETWORK THROUGH RAIN WATER HARVESTING AND PROVN OF ORs BATHROOM AND TOILET NEAR ET-247 AT CERTAIN UNITS IN CHANGSARI MIL STN UNDER GE RANGIA

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

CHANGSARI | Kamrup, Assam

Amount: ₹43.7 LCloses: 20 Apr 20264 Apr 2026Closed

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Timeline

Published13 Mar 2026
Submission Opens28 Mar 2026
Closed20 Apr 20264 Apr 2026
Bid Opening22 Apr 20266 Apr 2026

Corrigenda

Corrigendum

3 updatesLatest on 4 Apr 2026Submission Ends:4 Apr 202620 Apr 2026

Date changes

Download Ends4 Apr 202620 Apr 2026Submission Ends4 Apr 202620 Apr 2026Bid Opening6 Apr 202622 Apr 2026

Tender Value

₹43.7 L

EMD Value

₹87,400

Closing Date

20 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

GE Rangia

Address

GE Rangia C/O 99 APO Rangia

Work Description

SPL REP TO BOREWELL AT PH-3, AUGMENTATION OF WATER SUPPLY NETWORK THROUGH RAIN WATER HARVESTING AND PROVN OF ORs BATHROOM AND TOILET NEAR ET-247 AT CERTAIN UNITS IN CHANGSARI MIL STN UNDER GE RANGIA

Tender Information

Tender ID

2026_MES_756162_1

Reference Number

8992/RNG/E8

Tender Type

Open Tender

Product Category

Water Equipments/ Meter/ Drilling/ Boring

Form of Contract

Item Rate

Period of Work

180 days

Location

CHANGSARI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredApplication for tender document (.pdf)

RequiredScanned copy of DD of Rs. 500 payable at Rangia (.pdf)

RequiredScanned copy of enlistment letter in MES (.pdf)

RequiredFor un-enlisted contractor all documents as specified in NIT (.pdf)

RequiredEmployee provident fund certificate (.pdf)

RequiredGST Identification Number (.pdf)

RequiredList of ongoing works in MES formations with CA no/Name of work/CA Amt/Dt of commencement/completion (.pdf)

Finance

RequiredTender Documents (.pdf)

RequiredBill of Quantities (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE Rangia

EMD Fee Amount

₹87,400

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Mar 2026

Published

13 Mar 2026

Bid Opening

22 Apr 2026

Download Starts

13 Mar 2026

Download Ends

20 Apr 2026

Submission Starts

28 Mar 2026

Clarification Period

13 Mar 2026 - 21 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (96 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.	71	CUM	-	-
2	Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge.	54.3	CUM	-	-
3	Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.	16.7	CUM	-	-
4	M&L for Hardcore with broken stones/ boulders 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 specified and as directed by Engineer-in-charge.	1	CUM	-	-
5	M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation or Sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180mm thickness, complete all as per specified and as directed by Engineer-in-charge. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only will be measured and paid for.	7.8	CUM	-	-
6	M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge.	2.5	CUM	-	-
7	M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) 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 as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item.	1.5	CUM	-	-
8	M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item.	2	CUM	-	-
9	M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span, chajjas, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item.	1	CUM	-	-
10	M&L for Formwork to sides of 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, rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge.	10	SQM	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.41 MB

Work Item Documents

BOQ_846998.xls

BOQ • 0.49 MB

8992TENDERDOCUMENT.pdf

Tender Documents • 0.53 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.

CUM

Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge.

54.3

CUM

Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.

16.7

CUM

M&L for Hardcore with broken stones/ boulders 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 specified and as directed by Engineer-in-charge.

CUM

M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation or Sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180mm thickness, complete all as per specified and as directed by Engineer-in-charge. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only will be measured and paid for.

7.8

CUM

M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge.

2.5

CUM

M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) 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 as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item.

1.5

CUM

M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item.

CUM

M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span, chajjas, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item.

CUM

M&L for Formwork to sides of 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, rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge.

SQM