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CIVIL WORKS

REPAIR, RENOVATION AND DE-SILTATION OF EXISTING CHECK DAM OVER PUTRANGI KHAL

DEPARTMENT OF PASCHIMANCHAL UNNAYAN AFFAIRS

Jhargram, West Bengal

Amount: ₹63.1 LCloses: 6 Nov 2026

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Timeline

Published15 Oct 2026
Pre-Bid Meeting27 Oct 2026
Submission Opens27 Oct 2026
Closes6 Nov 2026
Bid Opening13 Nov 2026

Tender Value

₹63.1 L

EMD Value

₹1.3 L

Closing Date

6 Nov 2026, 4:00 pm

Tender Inviting Organisation

Name

CEO,PUP

Address

Chief Executive Officer, Paschimanchal Unnayan Parshad

Work Description

REPAIR, RENOVATION AND DE-SILTATION OF EXISTING CHECK DAM OVER PUTRANGI KHAL AT CHANDABILA, JHARGRAM, JHARGRAM DISTRICT

Tender Information

Tender ID

2026_DPUA_1046537_4

Reference Number

e-NIT No. 08/PUP/EC/BNK of 2026-27

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

150 days

Location

JHARGRAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredNOTICE (.pdf)

RequiredTENDER DOCUMENTS (.pdf)

RequiredFORMS (.pdf)

RequiredEMD (.pdf)

RequiredDRAWINGS (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.3 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

PASCHIMANCHAL UNNAYAN PARSHAD

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

13 Nov 2026

Download Starts

15 Oct 2026

Download Ends

6 Nov 2026

Submission Starts

27 Oct 2026

Pre-Bid Meeting

27 Oct 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.	1,950	Hp-Hr	27.41	₹53,449.5
1.02	Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.	2,460	cum	123.3	₹3,03,318
2GUARD WALL
2.01	Earth work in excavation by mechanical means (Hydraulic excavator)/manual 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 for all lift, as directed by Engineer-in-charge All kinds of soil	632.04	cum	188.25	₹1,18,981.53
2.02	400 G polythene sheet	274.8	sqm	13.79	₹3,789.49
2.03	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	82.44	cum	2,252.39	₹1,85,687.03
2.04	Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns	951.02	sqm	415.9	₹3,95,529.22
2.05	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	585.96	cum	8,846.06	₹51,83,437.32
2.06	Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200).	180	each	117.9	₹21,222
2.07	12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)	39	sqm	368.07	₹14,354.73

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 • 1.04 MB

Work Item Documents

WBF-2911-Latest.pdf

Tender Documents • 0.53 MB

FORMS.pdf

Additional Documents • 1.06 MB

BOQ_2564395.xls

BOQ • 0.34 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.

1,950

Hp-Hr

27.41

₹53,449.5

1.02

Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.

2,460

cum

123.3

₹3,03,318

2GUARD WALL

2.01

Earth work in excavation by mechanical means (Hydraulic excavator)/manual 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 for all lift, as directed by Engineer-in-charge All kinds of soil

632.04

cum

188.25

₹1,18,981.53

2.02

400 G polythene sheet

274.8

sqm

13.79

₹3,789.49

2.03

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

82.44

cum

2,252.39

₹1,85,687.03

2.04

Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns

951.02

sqm

415.9

₹3,95,529.22

2.05

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

585.96

cum

8,846.06

₹51,83,437.32

2.06

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200).

180

each

117.9

₹21,222

2.07

12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)

sqm

368.07

₹14,354.73