PMGSY

Financial Eval

Works

Civil Works - Roads

Construction i/c Metalling and Blacktopping of a road to Laskein Barato Road (T11-Laskein Barato Road) (16.20 Km) (MG/03/III/03/04) Upgradation

CE-MEGHALAYA

Laskein Barato Road | East Khasi Hills, Meghalaya

Amount: ₹11.3 CrCloses: 16 Aug 2023Closed

Timeline

Published1 Aug 2023
Closed16 Aug 2023
Technical Evaluation5 Sept 2023
Financial Evaluation25 Sept 2023
Award—

Corrigenda

Corrigendum

1 updatesLatest on 9 Aug 2023

Tender Value

₹11.3 Cr

EMD Value

₹22.6 L

Closing Date

16 Aug 2023, 4:00 pmClosed

Tender Inviting Organisation

Name

Empowered Officer, SRRDA, PMGSY.

Address

Office of the Empowered Officer, SRRDA, PMGSY Cell Lower lachumiere, Meghalaya, Shillong - 7930001

Work Description

Construction i/c MBT

Tender Information

Tender ID

2023_CEMEG_126828_1

Reference Number

MG03III0304

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Laskein Barato Road

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredAffidavit (.pdf)

RequiredRegistration,Balance sheet,Key Personnel,Key Machinery,Banker Certificate. (.pdf)

RequiredTrading Licence, ST,Works Completed,Works in Hand,Work Program,Quality Mgmt plan. (.pdf)

RequiredForm Part-I,Qualification Information (.pdf)

Finance

RequiredBill of Quantities (.xls)

RequiredForm Part-II (.pdf)

Fee & Financial Details

Tender Fee Amount

₹12,000

EMD Fee Amount

₹22.6 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Shillong

Important Dates

Last Activity

25 Sept 2023

Published

1 Aug 2023

Bid Opening

17 Aug 2023

Download Starts

1 Aug 2023

Download Ends

16 Aug 2023

Submission Starts

1 Aug 2023

Clarification Period

1 Aug 2023 - 9 Aug 2023

Pre-Bid Meeting

9 Aug 2023

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (50 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing & scarifying
1.01	Scarifying the exising bituminous road surface to a depth of 150mm by Mechanical Means.	-	Cum	20	-
2(ii)Excavation in Hilly Areas in soil (iii) Excavation in soil using hydraulic excavator and tippers with disposal upto 1000m.
2.01	Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3	-	Cum	88	-
3(iv)Excavation in Hilly Areas in Ordinary Rock not required blasting (iii) Excavation in ordinary rock using hydraulic excavator and tippers with disposal upto 1000m.
3.01	Excavation for road way in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3.5	-	Cum	131	-
4Wet Mix Macadam
4.01	WMM:-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (A) By Mechanical Means	0.8	Cum	4,591.09	₹3,672.87
5Bituminous Course
5.01	Prime Coat (i) Low porosity: Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/sqm using mechanical means as per technical Clause 502.	-	Sqm	67.61	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

BOQ Documents

BOQ_201381.xls

BOQ Document • 0.27 MB

Work Item Documents

126260145.pdf

Tender Document • 0.14 MB

SBDMG03III0304.pdf

Tender Document • 1.59 MB

Addendum.pdf

Tender Document • 3.42 MB

126260147.html

Tender Document • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing & scarifying
1.01	Scarifying the exising bituminous road surface to a depth of 150mm by Mechanical Means.	-	Cum	20	-
2(ii)Excavation in Hilly Areas in soil (iii) Excavation in soil using hydraulic excavator and tippers with disposal upto 1000m.
2.01	Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3	-	Cum	88	-
3(iv)Excavation in Hilly Areas in Ordinary Rock not required blasting (iii) Excavation in ordinary rock using hydraulic excavator and tippers with disposal upto 1000m.
3.01	Excavation for road way in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3.5	-	Cum	131	-
4Wet Mix Macadam
4.01	WMM:-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (A) By Mechanical Means	0.8	Cum	4,591.09	₹3,672.87
5Bituminous Course
5.01	Prime Coat (i) Low porosity: Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/sqm using mechanical means as per technical Clause 502.	-	Sqm	67.61	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Clearing & scarifying

1.01

Scarifying the exising bituminous road surface to a depth of 150mm by Mechanical Means.

Cum

2(ii)Excavation in Hilly Areas in soil (iii) Excavation in soil using hydraulic excavator and tippers with disposal upto 1000m.

2.01

Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3

Cum

3(iv)Excavation in Hilly Areas in Ordinary Rock not required blasting (iii) Excavation in ordinary rock using hydraulic excavator and tippers with disposal upto 1000m.

3.01

Excavation for road way in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3.5

Cum

131

4Wet Mix Macadam

4.01

WMM:-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (A) By Mechanical Means

0.8

Cum

4,591.09

₹3,672.87

5Bituminous Course

5.01

Prime Coat (i) Low porosity: Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/sqm using mechanical means as per technical Clause 502.

Sqm

67.61