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DHULE/DMC/PWD/DMC Fund/121/2-4/2026-27C C Conc Road from Shri Rakesh Lagade House To shri Wani House in Ward No 11 Dhule

Dhule Municipal Corporation Dhule

Dhule, Maharashtra

Amount: ₹24.9 LCloses: 13 Oct 20263d left

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Timeline

Published6 Oct 2026
Closes13 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹24.9 L

EMD Value

₹24,939

Closing Date

13 Oct 2026, 11:00 am3d left

Tender Inviting Organisation

Name

The Commissioner

Address

Dhule Municipal corporation, Dhule New Administrative Building Sakri road, in front of Chhatrapati Shivaji High School, Dhule 424001

Work Description

Construction of Cement Concrete Road from Shri Rakesh Lagade House To shri Wani House in Ward No. 11 Dhule

Tender Information

Tender ID

2026_DMCD_1343142_2

Reference Number

DHULE/DMC/PWD/DMC Fund/121/1-4/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

120 days

Location

Dhule

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical

Required1.4.1 Scan copy of Paid Payment receipt of Tender Fee and EMD, Forwording letter. (.pdf)

Required1.4.2 Scan copy of Valid Certificate as a Registered Contractor with Govt.of MH.in appropriate Class (.pdf)

Required1.4.3 Scan copy of GST Reg.Cert. and GST pay receipt 2024-25. (.pdf)

Required1.4.4 and 1.4.5 works in hand and works and work in completed tendered along with supporting cert. F (.pdf)

Required1.4.6 and 1.4.7 scan copy of list of Tech. person/employee , Prof. Tax Cle. .Cert.uptodate. (.pdf)

Required1.4.8 and1.4.9 E.P.F. reg. Cert.up to date. and PAN Card,Acknow-ment of I.T. Return of pre.03 fin.Yr (.pdf)

Required1.4.10 Affidavit in respect of geniuses of documents On Rupes 100/- Stamp Paper (.pdf)

RequiredScan copy of All other Doc.,Proforma, Annexure mention in the tender documents. and Envelope No.1 (.pdf)

Finance

RequiredBoQ (price bid ) in .xls file. (.xls)

RequiredBoQ (Price Bid) in .pdf file. (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,475

EMD Fee Amount

₹24,939

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

6 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.	205.2	Cum	123.7	₹25,383.24
2	Conveying material Obtained From Road Cutting Including All Lifts etc Complete	205.2	Cubic Meter	408.52	₹83,828.3
3	Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )	68.4	Cubic Meter	6,577.73	₹4,49,916.73
4	Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.	171	RM	8,279.67	₹14,15,823.57
5	Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.	228	RM	79	₹18,012
6	Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 m One Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide	228	Numbers	323.28	₹73,707.84
7	Name board	1	Numbers	10,356.54	₹10,356.54
8	Material Testing	1	Nos	7,750	₹7,750
9	Add For Royalty Charges + DMFFAs Per MMt Sheet	1	Nos	24,883.5	₹24,883.5
10	Add For GST Charges 18% On A	1	Nos	3,73,865.08	₹3,73,865.08

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.91 MB

Work Item Documents

TNo102_Manmadjeen_ccrd_Tform.pdf

Tender Documents • 2.40 MB

TNo102_Manmadjeen_ccrd_BoQ.pdf

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

205.2

Cum

123.7

₹25,383.24

Conveying material Obtained From Road Cutting Including All Lifts etc Complete

205.2

Cubic Meter

408.52

₹83,828.3

Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )

68.4

Cubic Meter

6,577.73

₹4,49,916.73

Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

171

8,279.67

₹14,15,823.57

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.

228

₹18,012

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 m One Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide

228

Numbers

323.28

₹73,707.84

Name board

Numbers

10,356.54

₹10,356.54

Material Testing

Nos

7,750

₹7,750

Add For Royalty Charges + DMFFAs Per MMt Sheet

Nos

24,883.5

₹24,883.5

Add For GST Charges 18% On A

Nos

3,73,865.08

₹3,73,865.08