Tender ID

Cancelled

Works

Civil Works - Roads

CONSTRUCTION OF AHIRGAON RAMGARH ROAD TO KIRHAI APP ROAD LENGTH 1.50 KM, UNDER SUB DIVISION SATNA, DIVISION SATNA

Pwd Roads And Bridges

Satna, Madhya Pradesh

Amount: ₹1.2 CrCloses: 6 Apr 2026Closed

Timeline

Published23 Mar 2026
Cancelled25 Mar 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Due to administrative reasonDocument: cancelled_1.pdf

Published 25 Mar 2026

Tender Value

₹1.2 Cr

EMD Value

₹1.2 L

Closing Date

6 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PWD B and R Division Satna

Address

Executive Engineer PWD B and R Division Satna

Work Description

CONSTRUCTION OF AHIRGAON RAMGARH ROAD TO KIRHAI APP ROAD LENGTH 1.50 KM, UNDER SUB DIVISION SATNA, DIVISION SATNA

Tender Information

Tender ID

2026_PWDRB_492304_1

Reference Number

41.04-SATNA-2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

SATNA

Source Website

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Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredScan copy registration, Affidavit with Proper Notary Ticket , Annexure H and bid Document receipt (.pdf)

Finance

RequiredPrice bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹12,500

EMD Fee Amount

₹1.2 L

Important Dates

Last Activity

25 Mar 2026

Published

23 Mar 2026

Bid Opening

8 Apr 2026

Download Starts

24 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

24 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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to beused or auctioned up to a lead of 1000 metres including removal anddisposal of top organic soil not exceeding 150 mm in thickness A) In area of light jungle
2Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
3Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications ii) For 37.5 mm maximum size
4	Wet Mix Macadam Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. A) By Sensor Paver	0.4	Cum.	-	-
5Deduction for item No.4.3 if sensor paver is not used.
6Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100kN static weight to meet requirement as per relevant clause of 400.
7Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
8Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (II) @0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer)
9Bituminous Macadam Providing and laying bituminous macadam using crushedaggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler,transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per clause505 of specification complete in all respects. b) Using Drum Mix Plant of appropriate capacity. (iv)for GradingII(19 mm nominal size) Bitumen Content minimum 4.5%with bitumen 60/70 (VG 30)
10Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete asper clause 510 of specification. Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than75 tonnes/hour.

Stage Documents

Stage Summary Snapshot

stage.html

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Cancellation Documents

cancelled_1.pdf

pdf • 0.37 MB

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

PDF • 0.17 MB

Work Item Documents

TenDoc.pdf

Tender Documents • 34.23 MB

BOQ_585511.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to beused or auctioned up to a lead of 1000 metres including removal anddisposal of top organic soil not exceeding 150 mm in thickness A) In area of light jungle
2Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
3Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications ii) For 37.5 mm maximum size
4	Wet Mix Macadam Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. A) By Sensor Paver	0.4	Cum.	-	-
5Deduction for item No.4.3 if sensor paver is not used.
6Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100kN static weight to meet requirement as per relevant clause of 400.
7Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
8Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (II) @0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer)
9Bituminous Macadam Providing and laying bituminous macadam using crushedaggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler,transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per clause505 of specification complete in all respects. b) Using Drum Mix Plant of appropriate capacity. (iv)for GradingII(19 mm nominal size) Bitumen Content minimum 4.5%with bitumen 60/70 (VG 30)
10Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete asper clause 510 of specification. Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than75 tonnes/hour.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to beused or auctioned up to a lead of 1000 metres including removal anddisposal of top organic soil not exceeding 150 mm in thickness A) In area of light jungle

2Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

3Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications ii) For 37.5 mm maximum size

Wet Mix Macadam Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. A) By Sensor Paver

0.4

Cum.

5Deduction for item No.4.3 if sensor paver is not used.

6Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100kN static weight to meet requirement as per relevant clause of 400.

7Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

8Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (II) @0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer)

9Bituminous Macadam Providing and laying bituminous macadam using crushedaggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler,transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per clause505 of specification complete in all respects. b) Using Drum Mix Plant of appropriate capacity. (iv)for GradingII(19 mm nominal size) Bitumen Content minimum 4.5%with bitumen 60/70 (VG 30)

10Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete asper clause 510 of specification. Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than75 tonnes/hour.