Tender ID

DEFPROC

Active

Works

Civil Works

PROVN OF DRAIN, PATH AND CULVERT AT HQ 5 SECTOR RR CAMP AT BUDGAM UNDER GE 861 EWS

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE 861 EWS | Budgam, Jammu And Kashmir

Amount: ₹3.8 CrCloses: 1 Dec 2026

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Timeline

Published4 Nov 2026
Submission Opens26 Nov 2026
Closes1 Dec 2026
Bid Opening3 Dec 2026

Tender Value

₹3.8 Cr

EMD Value

₹4.6 L

Closing Date

1 Dec 2026, 6:00 pm

Tender Inviting Organisation

Name

CE 31 Srinagar Zone

Address

HQ CE 31 Srinagar Zone

Work Description

PROVN OF DRAIN, PATH AND CULVERT AT HQ 5 SECTOR RR CAMP AT BUDGAM UNDER GE 861 EWS

Tender Information

Tender ID

2026_MES_797264_1

Reference Number

800237

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

500 days

Location

GE 861 EWS

Source Website

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Eligibility / Pre-Qualification

As per tender documents

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredApplication for tender on Firm letter head (.pdf)

RequiredEnlistment letter issued by the Registering Authority duly renewed for the cycle period in vogue (.pdf)

RequiredScanned copy of DD/Bankers Cheque toward cost of tender and EMD instrument in Case SSD not executed (.pdf)

RequiredThe copy of power of attorney that the person signing the application can bind the firm (.pdf)

RequiredScanned copy of Registration of GST registration No and EPF registration No (.pdf)

RequiredDetails of residual works in hand showing names of work and other details as per NIT (.pdf)

RequiredDocuments as per NIT in support of Criteria of up-gradation to the eligible class if applicable (.pdf)

RequiredScanned copy of Integrity Pact duly signed on each page (.pdf)

RequiredAny other document required as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

GE 861 EWS

EMD Fee Amount

₹4.6 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Nov 2026

Published

4 Nov 2026

Bid Opening

3 Dec 2026

Download Starts

4 Nov 2026

Download Ends

1 Dec 2026

Submission Starts

26 Nov 2026

Clarification Period

4 Nov 2026 - 14 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (33 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and as directed.	3,870	Sqm	-	-
2	Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil remained after returning filling as directed, within a lead of 50 m. for any kind of soil, complete all as specified and directed. Note :- Returning filling shall be measured and paid separetely.	3,494.35	Cum	-	-
3	M & L for Earth work in excavation on all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed complete all as specified and directed. Note :- Returning filling shall be measured and paid separetely.	304.83	Cum	-	-
4	Removal of excavated soil to a distance 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 as directed. (For debries obtained from surface excavation)	1,161	Cum	-	-
5	Returning filling in incl spreading leveling, watering and well ramming in layers n exc 25cm using soil complete all as specified and directed.	1,724.45	Cum	-	-
6	M & L for hard core of broken stone or boulders of gauge exc 63 mm but n exc 100 mm, deposited, spread and levelled in layers n exc 15 cm thick , watered and rammed to a true surface complete all as specified and directed.	600.05	Cum	-	-
7	M&L for 100 mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in sub base of floors, complete all as specified and directed.	4,000.3	Sqm	-	-
8	M&L for PCC M-15 (Nominal mix) 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.	19.47	Cum	-	-
9	M&L for 450 mm Bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars, complete all as specified and directed.	17	RM	-	-
10	M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4, complete all as specified and directed.	67.91	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 • 0.26 MB

Work Item Documents

BOQ_894283.xls

BOQ • 0.34 MB

TenderBudgamMerged.pdf

Tender Documents • 0.89 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and as directed.

3,870

Sqm

Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil remained after returning filling as directed, within a lead of 50 m. for any kind of soil, complete all as specified and directed. Note :- Returning filling shall be measured and paid separetely.

3,494.35

Cum

M & L for Earth work in excavation on all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed complete all as specified and directed. Note :- Returning filling shall be measured and paid separetely.

304.83

Cum

Removal of excavated soil to a distance 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 as directed. (For debries obtained from surface excavation)

1,161

Cum

Returning filling in incl spreading leveling, watering and well ramming in layers n exc 25cm using soil complete all as specified and directed.

1,724.45

Cum

M & L for hard core of broken stone or boulders of gauge exc 63 mm but n exc 100 mm, deposited, spread and levelled in layers n exc 15 cm thick , watered and rammed to a true surface complete all as specified and directed.

600.05

Cum

M&L for 100 mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in sub base of floors, complete all as specified and directed.

4,000.3

Sqm

M&L for PCC M-15 (Nominal mix) 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.

19.47

Cum

M&L for 450 mm Bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars, complete all as specified and directed.

M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4, complete all as specified and directed.

67.91

Cum