Tender ID

CPPP

Technical Eval

Works

Civil Works

Providing and laying sewerage line from type-II Qtrs to STP at 84 BN BSF Ambasan under SHQ BSF Gandhinagar

DG,BSF,MHA

84 BN BSF Ambasan | Mahesana, Gujarat

Amount: ₹51.9 LCloses: 13 Apr 2026Closed

Timeline

Published25 Mar 2026
Closed13 Apr 2026
Technical Evaluation17 Apr 2026
Award—

Bids

3 Bids17 Apr 2026

#	Company	Status
1	Girnar Electricals Accepted-Technical 10 A SAURASTRA PATEL SOCIETY OPP YAGNIK HALL NR BHIDBHANJAN BAPUNAGAR AHMEDABAD 380 024 \| AHMADABAD \| GUJARAT \| 380024	Accepted-Technical accepted
2	M/S Kanhaiyalal pandey Accepted-Technical	Accepted-Technical accepted
3	MOHANRAM JOGARAM Accepted-Technical SABAR KANTHA GUJARAT \| SABAR KANTHA \| GUJARAT	Accepted-Technical accepted

Tender Value

₹51.9 L

EMD Value

₹1.0 L

Closing Date

13 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Dy Comdt (Works) FTR HQ BSF Gujarat

Address

FTR HQ BSF Gujarat

Work Description

Providing and laying sewerage line from type-II Qtrs to STP at 84 BN BSF Ambasan under SHQ BSF Gandhinagar

Tender Information

Tender ID

2026_BSF_903661_1

Reference Number

40/Ftr-Guj/e-NIT/2025-26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

84 BN BSF Ambasan

Source Website

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Eligibility / Pre-Qualification

Scanned Copy of receipt for deposition of original EMD issued from DDO/Engg Officers of any BSF Establishment (i.e. Command HQ / Frontier HQ / Sector HQ / Training Centre/ Bn HQ BSF)

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Earnest Money in prescribed form in favour of DIG,SHQ BSF GNR (.pdf)

RequiredScanned copy of valid Registration Certificate of CPWD and appropriate category of as per NIT (.pdf)

RequiredScanned copy of Registration Certificate under GST (.pdf)

RequiredScanned copy of PAN card and Aadhaar card (.pdf)

RequiredUnder taking duly filled by bidder page no.35 Annexure -E (.pdf)

RequiredLatest GST clear certificate (Form R-1 and 3B) (.pdf)

RequiredCertificate of technical representative along with technical qualification certificate (.pdf)

RequiredExperience /Completion certificate in support of execution of similar works for all Cont also CPWD (.pdf)

RequiredScanned copy of affidavit / certificate from CA, for their annual turn-over of the firm (.pdf)

RequiredTenderer have to submit undertaking regarding no any department blacklist her/his agency (.pdf)

RequiredSinged copy of Integrity Agreement/ Pact (Annexure D of Tender Paper P/No. 12) (.pdf)

RequiredScanned Copy of receipt for deposition of original EMD issued from DDO/Engg Officers of any BSF Estt (.pdf)

RequiredTo become eligible for bidding of tender, the tenderer shall have to furnish an affidavit as per NIT (.pdf)

RequiredI/we have undertake and confirm that all the terms and conditions mentioned in the NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.0 L

Important Dates

Last Activity

17 Apr 2026

Published

25 Mar 2026

Bid Opening

14 Apr 2026

Download Starts

25 Mar 2026

Download Ends

13 Apr 2026

Submission Starts

25 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.1INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
3Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm
4Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :300 mm diameter
5Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :300 mm diameter S.W. pipe
6Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
7Extra for depth for manholes :Size 120x90 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
8	Deduction for GST correction slip (multiplying factor @0.973) (Srl no. 1 to 07) Rs.4845161.55/-	-	Each	0.97	-
9	Add cost Index @ 8.00% on DSR 2023	-	Each	0.08	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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 • 1.24 MB

Work Item Documents

BOQ_949837.xls

BOQ • 0.27 MB

Ready to Participate?

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Company

Girnar Electricals

Accepted-Technical

10 A SAURASTRA PATEL SOCIETY OPP YAGNIK HALL NR BHIDBHANJAN BAPUNAGAR AHMEDABAD 380 024 | AHMADABAD | GUJARAT | 380024

M/S Kanhaiyalal pandey

Accepted-Technical

MOHANRAM JOGARAM

Accepted-Technical

SABAR KANTHA GUJARAT | SABAR KANTHA | GUJARAT

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
3Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm
4Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :300 mm diameter
5Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :300 mm diameter S.W. pipe
6Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
7Extra for depth for manholes :Size 120x90 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
8	Deduction for GST correction slip (multiplying factor @0.973) (Srl no. 1 to 07) Rs.4845161.55/-	-	Each	0.97	-
9	Add cost Index @ 8.00% on DSR 2023	-	Each	0.08	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.

3Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm

4Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :300 mm diameter

5Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :300 mm diameter S.W. pipe

6Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

7Extra for depth for manholes :Size 120x90 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Deduction for GST correction slip (multiplying factor @0.973) (Srl no. 1 to 07) Rs.4845161.55/-

Each

0.97

Add cost Index @ 8.00% on DSR 2023

Each

0.08