Tender ID

Maharashtra

To Be Opened

Works

Civil Works - Roads

IMPROVEMENT TO KAMALWADI TO KONAL ROAD KM 0/00 TO 3/00 VR-25 TQ. DEONI DIST.LATUR. (UNDER 3054-3139 FOR THE YEAR 2025-26.

RDD-CEO-LATUR

TQ. DEONI | Latur, Maharashtra

Amount: ₹99.2 LCloses: 7 Apr 2026Closed

Timeline

Published30 Mar 2026
Closed7 Apr 2026
Bid Opening9 Apr 2026

Tender Value

₹99.2 L

EMD Value

₹99,150

Closing Date

7 Apr 2026, 5:30 pmClosed

Tender Inviting Organisation

Name

Addl.C.E.O

Address

Z.P.LATUR

Work Description

IMPROVEMENT TO KAMALWADI TO KONAL ROAD KM 0/00 TO 3/00 VR-25 TQ. DEONI DIST.LATUR. (UNDER 3054-3139 FOR THE YEAR 2025-26.

Tender Information

Tender ID

2026_LATUR_1291305_1

Reference Number

ZPL/W/E-T/74/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

TQ. DEONI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredCertificate for tender fee and EMD, Registration Certificate of ZP, PAN card, IT, GST Regi. (.pdf)

RequiredWork done and Work in hand, Technical documents, and other docs as asked in tender documents (.pdf)

Finance

RequiredDD of below amount scanned copy attached (.pdf)

RequiredBOQ with contractors name and rate quoted in cells provided (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,180

EMD Fee Amount

₹99,150

Important Dates

Last Activity

30 Mar 2026

Published

30 Mar 2026

Bid Opening

9 Apr 2026

Download Starts

30 Mar 2026

Download Ends

7 Apr 2026

Submission Starts

30 Mar 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ITEM No.1: Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete
2ITEM No.2: Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
3ITEM No.3: 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.
4ITEM No.4: Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
5ITEM No.5: Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
6ITEM No.6: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)
7ITEM No.7: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)
8ITEM No.8: Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
9ITEM No.9: Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk rates are considered to arrive at rates)
10ITEM No.10: Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.58 MB

Tendernotice_2.pdf

PDF • 1.47 MB

Work Item Documents

DDBELOW.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ITEM No.1: Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete
2ITEM No.2: Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
3ITEM No.3: 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.
4ITEM No.4: Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
5ITEM No.5: Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
6ITEM No.6: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)
7ITEM No.7: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)
8ITEM No.8: Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
9ITEM No.9: Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk rates are considered to arrive at rates)
10ITEM No.10: Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ITEM No.1: Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete

2ITEM No.2: Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.

3ITEM No.3: 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.

4ITEM No.4: Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

5ITEM No.5: Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.

6ITEM No.6: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)

7ITEM No.7: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)

8ITEM No.8: Spreading hard murum/ soft murrum/ gravel or kankar for side width complete

9ITEM No.9: Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk rates are considered to arrive at rates)

10ITEM No.10: Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)