Tender ID

DEFPROC

Active

Works

Civil Works

REPAIRS TO SEWAGE LINE, SEPTIC TANKS AND CLEANING OF SEWAGE AT VARIOUS PLACES UNDER GE NRC

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Garrison Engineer Nasik Road | Nashik, Maharashtra

Amount: ₹30 LCloses: 25 Nov 2026

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published4 Nov 2026
Submission Opens18 Nov 2026
Closes25 Nov 2026
Bid Opening27 Nov 2026

Tender Value

₹30 L

EMD Value

₹60,000

Closing Date

25 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

Garrison Engineer Nasik Road

Address

Garrison Engineer Nasik Road AOP Complex Near AOP Gate PO Gandhinagar Nasik 422006

Work Description

As per tender documents

Tender Information

Tender ID

2026_MES_797281_1

Reference Number

GE/NRC/8851/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

120 days

Location

Garrison Engineer Nasik Road

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per NIT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

Required1)Scanned Copy of enlistment letter in MES and GST Reg.No should be uploaded (.pdf)

Required2)Scanned copy of application on letter head of firm requesting issue of tender and EPF code number (.pdf)

Required3)Scanned copy of tender fees in form of DD for valid period of Rs.500 in favour of GE Nasik Road (.pdf)

Required4)For unenlisted contractors scanned copy of DOC meeting and DD for earnest money (.pdf)

Required5)Enlistment criteria of MES in class D category a (ii) (.pdf)

Required6)For unenlisted firms Affidavit of NO recovery outstanding in any Govt Department (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Garrison Engineer Nasik Road

EMD Fee Amount

₹60,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Nov 2026

Published

4 Nov 2026

Bid Opening

27 Nov 2026

Download Starts

4 Nov 2026

Download Ends

25 Nov 2026

Submission Starts

18 Nov 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (49 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavating in trenches, n exc 1.5 m wide and n exe 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard /dense soil. Note:1.excavation to be carried out manually and very carefully without any damage to the existing underground cables/GI pipe line/OFC cable any other existing assests.Obtaining layout of cable/OFC/GI pipe line etc shall be responsibility of the contractor as per direction of Engr-in-charge. 2.Any damage to the existing assets shall be made good by the contractor without any extra cost to the department within 24 hours of occurng of incident. For delay beyond 24 hours Rs 500 per day shall be recovered from the contractors RAR/Final bill as decided by GE. 3.Excavating in bituminous road and making good same in PCC 1:2:4 to the entire satisfaction of ground executive wherever required shall be included in quoted rate and nothing extra shall be paid.	390	CUM	-	-
2	Excavating in trenches, n exc 1.5 m wide and depth exc 1.5 m but n. exc 3.0 m for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sq m on plan and exc 1.5 m but n.exc 3.0 m in depth and getting out in hard /dense soil. Note:1.excavation to be carried out manually and very carefully without any damage to the existing underground cables/GI pipe line/OFC cable any other existing assests.Obtaining layout of cable/OFC/GI pipe line etc shall be responsibility of the contractor as per direction of Engr-in-charge. 2.Any damage to the existing assets shall be made good by the contractor without any extra cost to the department within 24 hours of occurng of incident.For delay beyond 24 hours Rs 500 per day shall be recovered from the contractors RAR/Final bill as decided by GE. 3.Excavating in bituminous road and making good same in PCC 1:2:4 to the entire satisfaction of ground executive wherever required shall be included in quoted rate and nothing extra shall be paid.	15	CUM	-	-
3	Returning, filling in, includings spreading, levelling, watering and well ramming in layers (hard/dense soil) not exc 25 cm each layer complete all as specified and direted.	375	CUM	-	-
4	Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point.	30	CUM	-	-
5	M&L for RCC pipe of 150 mm dia class NP-2 laid and joined and tested complete with collars etc incl demolition and breaking up drain pipe (salt glazed ware,AC or reinforced concrete) set in cement mortar all as specified and directed over and including demolition of PCC bed and haunching and removing debris out of MoD land..	500	RM	-	-
6	M&L for RCC pipe of 200 mm dia class NP-2 laid and joined and tested complete with collars etc incl demolition and breaking up drain pipe (salt glazed ware,AC or reinforced concrete) set in cement mortar all as specified and directed over and including demolition of PCC bed and haunching and removing debris out of MoD land..	130	RM	-	-
7	M&L for RCC pipe of 300 mm dia class NP-2 laid and joined and tested complete with collars etc incl demolition and breaking up drain pipe (salt glazed ware,AC or reinforced concrete) set in cement mortar all as specified and directed over and including demolition of PCC bed and haunching and removing debris out of MoD land..	40	RM	-	-
8	M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore.	100	RM	-	-
9	M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm bore.	50	RM	-	-
10	M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300 mm bore. Note for item No 8 to 10: Thickness of PCC bed, width and haunching shall be done all as specified in SSR Part-II (2020).	50	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 • 0.05 MB

Work Item Documents

8851PS.pdf

Tender Documents • 0.24 MB

BOQ_894303.xls

BOQ • 0.35 MB

8851SOC.pdf

Additional Documents • 0.18 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavating in trenches, n exc 1.5 m wide and n exe 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard /dense soil. Note:1.excavation to be carried out manually and very carefully without any damage to the existing underground cables/GI pipe line/OFC cable any other existing assests.Obtaining layout of cable/OFC/GI pipe line etc shall be responsibility of the contractor as per direction of Engr-in-charge. 2.Any damage to the existing assets shall be made good by the contractor without any extra cost to the department within 24 hours of occurng of incident. For delay beyond 24 hours Rs 500 per day shall be recovered from the contractors RAR/Final bill as decided by GE. 3.Excavating in bituminous road and making good same in PCC 1:2:4 to the entire satisfaction of ground executive wherever required shall be included in quoted rate and nothing extra shall be paid.

390

CUM

Excavating in trenches, n exc 1.5 m wide and depth exc 1.5 m but n. exc 3.0 m for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sq m on plan and exc 1.5 m but n.exc 3.0 m in depth and getting out in hard /dense soil. Note:1.excavation to be carried out manually and very carefully without any damage to the existing underground cables/GI pipe line/OFC cable any other existing assests.Obtaining layout of cable/OFC/GI pipe line etc shall be responsibility of the contractor as per direction of Engr-in-charge. 2.Any damage to the existing assets shall be made good by the contractor without any extra cost to the department within 24 hours of occurng of incident.For delay beyond 24 hours Rs 500 per day shall be recovered from the contractors RAR/Final bill as decided by GE. 3.Excavating in bituminous road and making good same in PCC 1:2:4 to the entire satisfaction of ground executive wherever required shall be included in quoted rate and nothing extra shall be paid.

CUM

Returning, filling in, includings spreading, levelling, watering and well ramming in layers (hard/dense soil) not exc 25 cm each layer complete all as specified and direted.

375

CUM

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point.

CUM

M&L for RCC pipe of 150 mm dia class NP-2 laid and joined and tested complete with collars etc incl demolition and breaking up drain pipe (salt glazed ware,AC or reinforced concrete) set in cement mortar all as specified and directed over and including demolition of PCC bed and haunching and removing debris out of MoD land..

500

M&L for RCC pipe of 200 mm dia class NP-2 laid and joined and tested complete with collars etc incl demolition and breaking up drain pipe (salt glazed ware,AC or reinforced concrete) set in cement mortar all as specified and directed over and including demolition of PCC bed and haunching and removing debris out of MoD land..

130

M&L for RCC pipe of 300 mm dia class NP-2 laid and joined and tested complete with collars etc incl demolition and breaking up drain pipe (salt glazed ware,AC or reinforced concrete) set in cement mortar all as specified and directed over and including demolition of PCC bed and haunching and removing debris out of MoD land..

100

M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300 mm bore. Note for item No 8 to 10: Thickness of PCC bed, width and haunching shall be done all as specified in SSR Part-II (2020).