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PROVN OF COVERED SHED NODE (60 X 40 X 15 FT) AND PATHWAY (200 MTR X 3 MTR) L SHAPE FOR UAS TRG NODE AT SIGAR MIL STN UNDER GE 872 EWS

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

SIGAR | East Siang, Arunachal Pradesh

Amount: ₹43.3 LCloses: 26 Oct 2026

Timeline

Published3 Oct 2026
Submission Opens19 Oct 2026
Closes26 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹43.3 L

EMD Value

₹86,540

Closing Date

26 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

GE 872 EWS

Address

GE 872 EWS PIN 913872 C/O 99 APO

Work Description

PROVN OF COVERED SHED NODE (60 X 40 X 15 FT) AND PATHWAY (200 MTR X 3 MTR) L SHAPE FOR UAS TRG NODE AT SIGAR MIL STN UNDER GE 872 EWS

Tender Information

Tender ID

2026_MES_792204_1

Reference Number

8922/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Wise

Period of Work

180 days

Location

SIGAR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

All as per NIT and Tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF DD FOR COST OF TENDER AND APPLICATION FOR ISSUE OF TENDER (.pdf)

RequiredSCANNED COPY OF ENLISTMENT LETTER ALONG WITH ENCLOSURES (.pdf)

RequiredSCANNED COPY OF PROVIDENT FUND CODE NUMBER (.pdf)

RequiredSCANNED COPY OF GST REGISTRATION NUMBER (.pdf)

RequiredPRESENT RESIDUAL WK IN HAND DETAILS VIZ NAMES OF WORK, NAME OF ACCEPTING OFFICERS, CONTRACT AMOUNTS (.pdf)

RequiredANY OTHER DOCUMENT REQUIRED AS DESCRIBED IN THIS APPENDIX (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE 872 EWS

EMD Fee Amount

₹86,540

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

3 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

19 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (48 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface excavation not exc 30cm deep and avg 15 cm deep and getting out in soft/loose soil complete all as specified and as directed.	840	Sqm	-	-
2	Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, cable etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.	155.44	Cum	-	-
3	Excavating in post holes (or similar holes) each n. exc. 0.5 cum, getting out returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc. 25 cm watering and removing surplus soil to distance n. exc 50 m and making good surface complete all as specified and directed.	18	Each	-	-
4	Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed.	112.56	Cum	-	-
5	Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.	168.68	Cum	-	-
6	M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed.	15	Cum	-	-
7	M & L for Gravel filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled, and blinded with earth and rammed including watering, complete all as specified & directed.	87	Cum	-	-
8	M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.	2.35	Cum	-	-
9	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified & directed.	12	Cum	-	-
10	M & L for Pre-cast cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate), block masonry with solid blocks of size 300x200x200mm or 300x200x100mm, having compressive strength of not less than 100 Kg/Sq Cm (As per IS-2185) exc. 10 cm in width and setting in mortar 1:6 complete all as specified and directed.	26	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 • 0.20 MB

Work Item Documents

Tender8922.pdf

Tender Documents • 1.41 MB

BOQ_888252.xls

BOQ • 0.44 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Surface excavation not exc 30cm deep and avg 15 cm deep and getting out in soft/loose soil complete all as specified and as directed.

840

Sqm

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, cable etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.

155.44

Cum

Excavating in post holes (or similar holes) each n. exc. 0.5 cum, getting out returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc. 25 cm watering and removing surplus soil to distance n. exc 50 m and making good surface complete all as specified and directed.

Each

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed.

112.56

Cum

Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.

168.68

Cum

M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed.

Cum

M & L for Gravel filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled, and blinded with earth and rammed including watering, complete all as specified & directed.

Cum

M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.

2.35

Cum

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified & directed.

Cum

M & L for Pre-cast cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate), block masonry with solid blocks of size 300x200x200mm or 300x200x100mm, having compressive strength of not less than 100 Kg/Sq Cm (As per IS-2185) exc. 10 cm in width and setting in mortar 1:6 complete all as specified and directed.

Cum