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Civil Works

GE(S)BTD 09 OF 2026-27 SPECIAL REPAIR OF SEWAGE LINE IN SANJAY ENCLAVE UNDER AGE BRII OF GE(S) BATHINDA AT BATHINDA MIL STN (Job No SR(Bldg) 07 of 2025-26)

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE(S)Bathinda | Bathinda, Punjab

Amount: ₹48.9 LCloses: 16 May 20269 May 2026Closed

Timeline

Published17 Apr 2026
Submission Opens2 May 2026
Closed16 May 20269 May 2026
Bid Opening18 May 202611 May 2026

Corrigenda

Corrigendum

1 updatesLatest on 9 May 2026Submission Ends:9 May 202616 May 2026

Date changes

Download Ends9 May 202616 May 2026Submission Ends9 May 202616 May 2026Bid Opening11 May 202618 May 2026

Tender Value

₹48.9 L

EMD Value

₹97,800

Closing Date

16 May 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Major Mrugank Gargate GE(S)Bathinda

Address

GE(S)Bathinda Bathinda Mil Stn

Work Description

SPECIAL REPAIR OF SEWAGE LINE IN SANJAY ENCLAVE UNDER AGE BRII OF GE(S) BATHINDA AT BATHINDA MIL STN (Job No SR(Bldg) 07 of 2025-26)

Tender Information

Tender ID

2026_MES_760813_1

Reference Number

GE(S)BTD-09 of 2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

GE(S)Bathinda

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Class D

Category a(ii)

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredScanned copy of application/request for issue of tender on letter head of the firm. (.pdf)

RequiredScanned copy of cost of tender in form of DD/Banker Cheque of Rs 500/- in favour of GE(S) Bathinda. (.pdf)

RequiredScanned copy of Bid securing declaration as per para 5 on page No 2 of tender documents (.pdf)

RequiredScanned copy of latest renewed Enlistment letter in MES with enclosures (.pdf)

RequiredScanned copy of provident fund code number employees provident fund (EPF Number). (.pdf)

RequiredScanned copy of GST Registration Number List of works running in all MES formations with (.pdf)

Requiredtheir current progress and name of office where the work is running and other documents as per NIT (.pdf)

RequiredFor UE firms scanned copy of all documents meeting criteria of enlistment as per NIT, (.pdf)

RequiredPolice verification from Police Authority or copy of valid passport and other documents as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE(S)Bathinda

EMD Fee Amount

₹97,800

Important Dates

Last Activity

17 Apr 2026

Published

17 Apr 2026

Bid Opening

18 May 2026

Download Starts

17 Apr 2026

Download Ends

16 May 2026

Submission Starts

2 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
-	Earth work in excavation in all kind of soil 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 within a lead of 50 m complete all as speified and as directed.	-	Cum	-	-
-	Supply , Fixing and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 150mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed. Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'.	-	Rm	-	-
-	Supply , Fixing and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 200mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed. Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'.	-	Rm	-	-
-	Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 300mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed. Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'.	-	Rm	-	-
-	Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 150 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed . Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 10 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.	-	Rm	-	-
-	Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 200 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed. Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.	-	Rm	-	-
-	Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 300 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed. Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.	-	Rm	-	-
-	Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 150 mm complete all as specified and as directed.	-	Each Pipe	-	-
-	Returning, filling in including spreading, leveling watering and well ramming in layers n. exc 25 cm in soft/loose soil & Hard dense soil complete all as specified and as directed.	-	Cum	-	-
-	Supply , fixing and Testing 110 mm bore of pipe PVC (SWR) type B ring fit pipes single socket in any length laid in trench as shown in BTD Drg No. 916 sheet 1/4 to 4/4 and BTD-917 sheet sheet 1/1 complete all as specified and as directed. Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.	-	Rm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.64 MB

Work Item Documents

BOQ_852220.xls

BOQ • 6.42 MB

TenderdocuGE11_I.pdf

Tender Documents • 0.20 MB

TenderdocuGE11_II.pdf

Tender Documents • 0.92 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation in all kind of soil 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 within a lead of 50 m complete all as speified and as directed.

Cum

Supply , Fixing and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 150mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed. Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'.

Supply , Fixing and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 200mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed. Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'.

Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 300mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed. Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'.

Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 150 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed . Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 10 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.

Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 200 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed. Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.

Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 300 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed. Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.

Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 150 mm complete all as specified and as directed.

Each Pipe

Returning, filling in including spreading, leveling watering and well ramming in layers n. exc 25 cm in soft/loose soil & Hard dense soil complete all as specified and as directed.

Cum

Supply , fixing and Testing 110 mm bore of pipe PVC (SWR) type B ring fit pipes single socket in any length laid in trench as shown in BTD Drg No. 916 sheet 1/4 to 4/4 and BTD-917 sheet sheet 1/1 complete all as specified and as directed. Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.