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PROVN OF SEPTIC TANK AND SOAKAGE WELL FOR 14 COSR UNDER GE 865 EWS LEH

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE 865 EWS | Leh Ladakh, Ladakh | Armed Forces (APS)

Amount: ₹25.6 LCloses: 8 Oct 2026

Timeline

Published17 Sept 2026
Submission Opens1 Oct 2026
Closes8 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹25.6 L

EMD Value

₹51,100

Closing Date

8 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

GE 865 EWS

Address

GE 865 EWS PIN- 913865 C/o 56 APO

Work Description

PROVN OF SEPTIC TANK AND SOAKAGE WELL FOR 14 COSR UNDER GE 865 EWS LEH

Tender Information

Tender ID

2026_MES_789732_1

Reference Number

865/EWS(NIT-115)/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

GE 865 EWS

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Pl ref tender documents

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copy of applications on letter head (.pdf)

RequiredScanned copy of demand draft of Rs 500 from nationalised bank (.pdf)

RequiredScanned copy of complete enlistment letter with MES (.pdf)

RequiredScanned copy of documents from un enlisted contractors as per NIT and policy in vogue (.pdf)

RequiredScanned copy of employee provident fund code/registration number (.pdf)

RequiredScanned copy of goods and service tax identification No and email id registered for obtaining GST (.pdf)

RequiredCurrent work load on letter Head and Undertaking of Not Banned in other CE Zone/Command (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE 865 EWS

EMD Fee Amount

₹51,100

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Sept 2026

Published

17 Sept 2026

Bid Opening

16 Oct 2026

Download Starts

17 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth for foundation etc or for shaft wells, cesspits manholes pier holes etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in any type of soil, complete all as specified and directed.	22.67	Cum	100	₹2,267
2	Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm thick complete all as specified and directed.	16.59	Cum	-	-
3	Removing excavated material (soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.	6.08	Cum	-	-
4	Concrete bed to 150mm drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in cement conctrete type C-2, 1:3:6, using 40 mm graded crushed stone aggregate, complete all as specified & directed.	25.2	RM	-	-
5	150mm dia bore (inner dia) double wall corrugated HDPE Pipe (SN-8) in any length including all fittings and jointing with eastomeric rubber link and coupler /other jointing materials laid in trenches or in floors, complete all as specified & directed.	25.6	RM	-	-
6	Cutting into existing manholes for connecting new drains of 150-200mm internal dia pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required, complete all as specified and directed.	2	Each Pipe	-	-
7	75mm thick PCC 1:4:8 Type D-2 (40 mm graded stone aggregate) as in sub-base of floors, sub-bases, floors, pavings etc, complete all as specified and directed.	0.2	Sqm	-	-
8	Precast reinforced cement concrete 1:1.5:3, type A-1 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 including necessary moulds/formwork, complete all as specified and directed. Note :- Reinforcement shall be measured and paid seperately under respective items.	0.3	Cum	-	-
9	MS TMT bars 10mm dia and over cut to length, bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not les than 0.9 mm dia or securing with clips quality conforming to complete all as specified and directed.	30	Kg	-	-
10	Precast cement concrete 1.3:6, type C-1 (using 20mm graded crushed stone aggregate) as in block masonry with solid blocks, exc. 10cm in width and setting in cement mortar 1.6, complete all as specified and as directed.	0.72	Cum	-	-

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 • 0.18 MB

Work Item Documents

TENDERNIT115.pdf

Tender Documents • 1.30 MB

BOQ_885275.xls

BOQ • 0.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth for foundation etc or for shaft wells, cesspits manholes pier holes etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in any type of soil, complete all as specified and directed.

22.67

Cum

100

₹2,267

Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm thick complete all as specified and directed.

16.59

Cum

Removing excavated material (soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

6.08

Cum

Concrete bed to 150mm drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in cement conctrete type C-2, 1:3:6, using 40 mm graded crushed stone aggregate, complete all as specified & directed.

25.2

150mm dia bore (inner dia) double wall corrugated HDPE Pipe (SN-8) in any length including all fittings and jointing with eastomeric rubber link and coupler /other jointing materials laid in trenches or in floors, complete all as specified & directed.

25.6

Cutting into existing manholes for connecting new drains of 150-200mm internal dia pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required, complete all as specified and directed.

Each Pipe

75mm thick PCC 1:4:8 Type D-2 (40 mm graded stone aggregate) as in sub-base of floors, sub-bases, floors, pavings etc, complete all as specified and directed.

0.2

Sqm

Precast reinforced cement concrete 1:1.5:3, type A-1 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 including necessary moulds/formwork, complete all as specified and directed. Note :- Reinforcement shall be measured and paid seperately under respective items.

0.3

Cum

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

Precast cement concrete 1.3:6, type C-1 (using 20mm graded crushed stone aggregate) as in block masonry with solid blocks, exc. 10cm in width and setting in cement mortar 1.6, complete all as specified and as directed.

0.72

Cum