CPPP

Financial BO

Works

Civil Works - Roads

PBMC of NH96 (New NH330) from km 100.800 to km 135 .500 and km 148.900 to km 149.700 and NH 76E (35) from km 219.638 to 239.260,km 252.600 to 254.800, km 258.100 to 258.800 and 265.300 to 266.200 in total 58.922 km length under the FY YR 2023-24 inUP

Ministry of Road Transport and Highways

Prayagraj, Uttar Pradesh

Amount: ₹51.2 CrCloses: 2 Feb 2024Closed

Timeline

Published6 Jan 2024
Closed2 Feb 2024
Technical Evaluation23 Feb 2024
Financial Evaluation26 Feb 2024
Award—

Bids

Percentage

5 Bids26 Feb 2024

#	Company	Quoted %	Amount	Rank	Status
1	M/S SIDDHARTH CONSTRUCTIONS L1₹34.3 CrAdmitted-Finance	-32.96%	₹34.3 Cr	L1	Admitted-Finance
2	J.K.CONSTRUCTION L2₹35.2 Cr+₹85.0 L (2.48%)Admitted-Finance	-31.30%	₹35.2 Cr+₹85.0 L (2.48%)	L2	Admitted-Finance
3	R.G BUILDWELL ENGINEERS LTD. L3₹37.8 Cr+₹3.5 Cr (10.1%)Admitted-Finance B 30 RDC RAJNAGAR GHAZIABAD U P \| GHAZIABAD \| GHAZIABAD \| UTTAR PRADESH	-26.19%	₹37.8 Cr+₹3.5 Cr (10.1%)	L3	Admitted-Finance
4	S and P Infrastructure Developers Private Limited L4₹38.1 Cr+₹3.8 Cr (11.0%)Admitted-Finance 907 NEW DELHI HOUSE 27 BARAKHAMBA ROAD NEW DELHI 110001 \| NEW DELHI \| NEW DELHI \| DELHI \| 110001	-25.61%	₹38.1 Cr+₹3.8 Cr (11.0%)	L4	Admitted-Finance
5	M/S LUCKY TRADERS Rejected-Technical	-	-	-	Rejected-Technical Non-Responsive

Tender Value

₹51.2 Cr

EMD Value

₹51.2 L

Closing Date

2 Feb 2024, 5:00 pmClosed

Tender Inviting Organisation

Name

SE NH CIRCLE PWD PRAYAGRAJ

Address

SE NH CIRCLE PWD PRAYAGRAJ

Work Description

PBMC of NH96 (New NH330) from km 100.800 to km 135 .500 and km 148.900 to km 149.700 and NH 76E (35) from km 219.638 to 239.260,km 252.600 to 254.800, km 258.100 to 258.800 and 265.300 to 266.200 in total 58.922 km length under the FY YR 2023-24 inUP

Tender Information

Tender ID

2024_MoRTH_789165_1

Reference Number

60 /3Com(A)-NHCP/2024 date-05-01-2024

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

1800 days

Location

Prayagraj

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredFee,Emd,Technical bid (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹10,000

Tender Fee Payable To

AS PER BID DOCUMENT

EMD Fee Amount

₹51.2 L

Pre-Bid Meeting

Meeting Place

SE NH CIRCLE PWD PRAYAGRAJ

Important Dates

Last Activity

26 Feb 2024

Published

6 Jan 2024

Bid Opening

3 Feb 2024

Download Starts

6 Jan 2024

Download Ends

2 Feb 2024

Submission Starts

6 Jan 2024

Pre-Bid Meeting

22 Jan 2024

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 (51 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bill of Quantity (BILL NO. 01)INITIAL RECTIFICATION
1.01	Section from km 100.800 to 135 .500 of NH 96/330	-	-	-	-
1.02	Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.	15,187.5	sqm	80	₹12,15,000
1.03	Dismentling of failed cement concrete pavment penals due to localised failure	607.5	cum	2,400	₹14,58,000
1.04	Full depth repair of PQC slab	607.5	cum	9,400	₹57,10,500
1.05	Section from km 148.900 to 149.700 of NH 96/330	-	-	-	-
1.06	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with grader in base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	-	cum	3,100	-
1.07	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 0.60 kg/sqm using mechanical means.	-	sqm	39	-
1.08	Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. as per MoRTH specification(5th revision) 503 and proper as per direction of engineer in charge.	-	sqm	14	-
1.09	Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 4.5 percent by weight of total mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respect.	-	cum	10,850	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.38 MB

Work Item Documents

BOQ_829491.xls

BOQ • 0.35 MB

RFP.pdf

Tender Documents • 2.73 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

M/S SIDDHARTH CONSTRUCTIONS

L1₹34.3 CrAdmitted-Finance

J.K.CONSTRUCTION

L2₹35.2 Cr+₹85.0 L (2.48%)Admitted-Finance

R.G BUILDWELL ENGINEERS LTD.

L3₹37.8 Cr+₹3.5 Cr (10.1%)Admitted-Finance

B 30 RDC RAJNAGAR GHAZIABAD U P | GHAZIABAD | GHAZIABAD | UTTAR PRADESH

S and P Infrastructure Developers Private Limited

L4₹38.1 Cr+₹3.8 Cr (11.0%)Admitted-Finance

907 NEW DELHI HOUSE 27 BARAKHAMBA ROAD NEW DELHI 110001 | NEW DELHI | NEW DELHI | DELHI | 110001

M/S LUCKY TRADERS

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bill of Quantity (BILL NO. 01)INITIAL RECTIFICATION
1.01	Section from km 100.800 to 135 .500 of NH 96/330	-	-	-	-
1.02	Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.	15,187.5	sqm	80	₹12,15,000
1.03	Dismentling of failed cement concrete pavment penals due to localised failure	607.5	cum	2,400	₹14,58,000
1.04	Full depth repair of PQC slab	607.5	cum	9,400	₹57,10,500
1.05	Section from km 148.900 to 149.700 of NH 96/330	-	-	-	-
1.06	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with grader in base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	-	cum	3,100	-
1.07	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 0.60 kg/sqm using mechanical means.	-	sqm	39	-
1.08	Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. as per MoRTH specification(5th revision) 503 and proper as per direction of engineer in charge.	-	sqm	14	-
1.09	Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 4.5 percent by weight of total mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respect.	-	cum	10,850	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Bill of Quantity (BILL NO. 01)INITIAL RECTIFICATION

1.01

Section from km 100.800 to 135 .500 of NH 96/330

1.02

Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.

15,187.5

sqm

₹12,15,000

1.03

Dismentling of failed cement concrete pavment penals due to localised failure

607.5

cum

2,400

₹14,58,000

1.04

Full depth repair of PQC slab

607.5

cum

9,400

₹57,10,500

1.05

Section from km 148.900 to 149.700 of NH 96/330

1.06

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with grader in base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

cum

3,100

1.07

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 0.60 kg/sqm using mechanical means.

sqm

1.08

Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. as per MoRTH specification(5th revision) 503 and proper as per direction of engineer in charge.

sqm

1.09

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 4.5 percent by weight of total mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respect.

cum

10,850