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PROVN OF EARTH FILLING AND DRAINAGE PIPE AT TECHNICAL AREA OF AF STN PANAGARH UNDER GE AF PANAGARH

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE AF Panagarh | West Bengal

Amount: ₹89 LCloses: 3 Oct 2026

Timeline

Published18 Sept 2026
Submission Opens26 Sept 2026
Closes3 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹89 L

EMD Value

₹1.6 L

Closing Date

3 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

CWE (AF) Panagarh

Address

HQ CWE AF PANAGARH MILITARY ENGINEER SERVICES AIR FORCE STATION ARJAN SINGH PO AIR FORCE PANAGARH DIST BURDWAN WEST BENGAL PIN 713155

Work Description

PROVN OF EARTH FILLING AND DRAINAGE PIPE AT TECHNICAL AREA OF AF STN PANAGARH UNDER GE (AF) PANAGARH

Tender Information

Tender ID

2026_MES_790038_1

Reference Number

83123/PAN/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

150 days

Location

GE AF Panagarh

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per NIT and Tender Condition

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Application and Police Verification/Notarized Passport if applicable (.pdf)

RequiredScanned copy of EMD, if applicable and DD for tender cost (.pdf)

RequiredCopy of latest Enlistment letter. Non-submission of latest enlistment letter shall lead to rejection (.pdf)

RequiredScanned copy of EPF letter (.pdf)

RequiredScanned copy valid GST documents duly mentioning of all stakeholder (.pdf)

RequiredScanned copies of all documents meeting the eligibility criteria for unenlisted contractor as per NI (.pdf)

Finance

RequiredTENDER DOCUMENTS EXCEPT BILL OF QUANTITIES (.pdf)

RequiredBILL OF QUANTITIES (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

GE AF PANAGARH

EMD Fee Amount

₹1.6 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Sept 2026

Published

18 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

18 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavating in trenches, n-exc 1.50 m wide & n exc. 1.5m depth & getting out in soft/loose soil.	124	Cum	100	₹12,400
2	Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm in hard/dense soil complete all specified and as directed.	2	Cum	-	-
3	Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all specified.	-	Cum	-	-
4	M&L for Broken stone or boulders 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 compete as specified and directed	15.6	Cum	-	-
5	M & L for sand filling under floors or in foundations. spreading,levelling and ramming including watering and consolidation complete all as specifed and directed.	52	Cum	-	-
6	Providing and laying non-pressure NP3 class (Medium duty) 700 mm (internal dia) R.C.C. pipes confirming to IS 458: 2021 or latest with suitable collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and directed.	395	Rm	-	-
7	Providing and laying non-pressure NP3 class (Medium duty) 200 mm (internal dia) R.C.C. pipes confirming to IS 458: 2021 or latest with suitable collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and directed.	283	Rm	-	-
8	Supply, laying and jointing of 200 mm internal diameter Double Wall Corrugated (DWC) HDPE pipe conforming to IS 16098 (Part-2):2013 or latest, SN-8 class, for area drainage, complete with integral socket and EPDM rubber ring joints, including all specials such as bends, couplers and end caps wherever required, laying to the required line, level and gradient, lowering into prepared trench, testing for proper alignment and free flow, complete all as specified and directed by the Engineer-in-Charge	283	Rm	-	-
10	M & L for cement concrete Type B-2(1:2:4) Using 40 mm graded stone aggregade in surface channel and drain complete all as specified and directed.	55	Cum	-	-
11	M& L for cement concrete type C-1(1:3:6) using 12.5 mm stone aggregate in concrete bed to drain pipe of dia n exe 900 mm incl packing under and haunching against the sides of pipe after they are laid and tested all as specified and direceted by Engr in Charge.	395	Rm	-	-

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 • 0.48 MB

Work Item Documents

Tenderdocu.pdf

Tender Documents • 2.29 MB

BOQ_885634.xls

BOQ • 0.25 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavating in trenches, n-exc 1.50 m wide & n exc. 1.5m depth & getting out in soft/loose soil.

124

Cum

100

₹12,400

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

Cum

Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all specified.

Cum

M&L for Broken stone or boulders 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 compete as specified and directed

15.6

Cum

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

Cum

Providing and laying non-pressure NP3 class (Medium duty) 700 mm (internal dia) R.C.C. pipes confirming to IS 458: 2021 or latest with suitable collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and directed.

395

Providing and laying non-pressure NP3 class (Medium duty) 200 mm (internal dia) R.C.C. pipes confirming to IS 458: 2021 or latest with suitable collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and directed.

283

Supply, laying and jointing of 200 mm internal diameter Double Wall Corrugated (DWC) HDPE pipe conforming to IS 16098 (Part-2):2013 or latest, SN-8 class, for area drainage, complete with integral socket and EPDM rubber ring joints, including all specials such as bends, couplers and end caps wherever required, laying to the required line, level and gradient, lowering into prepared trench, testing for proper alignment and free flow, complete all as specified and directed by the Engineer-in-Charge

283

M & L for cement concrete Type B-2(1:2:4) Using 40 mm graded stone aggregade in surface channel and drain complete all as specified and directed.

Cum

M& L for cement concrete type C-1(1:3:6) using 12.5 mm stone aggregate in concrete bed to drain pipe of dia n exe 900 mm incl packing under and haunching against the sides of pipe after they are laid and tested all as specified and direceted by Engr in Charge.

395