PMGSY

AOC

Works

Civil Works - Roads

Construction i/c Metalling and Blacktopping of a road from Mawkdok to Mawstep (11.466 Km) (MG/02/III/01/25) Upgradation

New corrigendum available: Technical Bid #4.

CE-MEGHALAYA

Mawkdok | East Khasi Hills, Meghalaya

Amount: ₹10.5 CrCloses: 26 Jun 2023Closed

Timeline

Published5 Jun 2023
Closed26 Jun 2023
Technical Evaluation25 Jul 2023
Financial Evaluation9 Aug 2023
Awarded30 Aug 2023

Bids

3 Bids30 Aug 2023

#	Company	Amount	Rank	Status
1	J C INFRA CORPORATION LIMITED L1₹840.32Accepted-AOC BRIGHTWELL ROAD BARIK SHILLONG 793001 MEGHALAYA	₹840.32 Quoted ₹7.6 Cr	L1	Accepted-AOC L1,Awarded
2	Mekstonedar Lyngdoh L2₹7.8 Cr+₹22.7 L (2.99%)Rejected-Finance	₹7.8 Cr+₹22.7 L (2.99%)	L2	Rejected-Finance L2,Rejected
3	ARTIS PYNGROPE Rejected-Technical	-	-	Rejected-Technical Not Qualified

Corrigenda

Corrigendum

4 updatesLatest on 23 Jun 2023

Tender Value

₹10.5 Cr

EMD Value

₹21.0 L

Closing Date

26 Jun 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_125501_1

Reference Number

MG02III125

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Piece-work

Period of Work

360 days

Location

Mawkdok

Source Website

Subscribe to view

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,WorkProgram,Environmental and 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

₹11,000

EMD Fee Amount

₹21.0 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Shillong

Important Dates

Last Activity

1 Sept 2023

Published

5 Jun 2023

Bid Opening

27 Jun 2023

Download Starts

5 Jun 2023

Download Ends

26 Jun 2023

Submission Starts

5 Jun 2023

Clarification Period

5 Jun 2023 - 19 Jun 2023

Pre-Bid Meeting

16 Jun 2023

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (50 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pavement Works
1.01	Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4	34,338	sqm	20	₹6,86,760
1.02	Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	2,357.67	cum	220	₹5,18,687.4
1.03	Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections	22,986.28	sqm	61	₹14,02,162.9
1.04	Excavation in Ordinary Rock with Dozer with lead upto 100 m Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	6,567.51	cum	68	₹4,46,590.54
1.05	Excavation in Hard Rock (blasting prohibited) Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections	3,283.75	sqm	690	₹22,65,790.26
1.06	Construction of Shoulders as per Technical Specification Clause 407 A.Earthen Shouler	2,239.64	cum	520	₹11,64,614.88
1.07	Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of E II) For Grading II Material	2,720.99	cum	2,865.35	₹77,96,597.29
1.08	Water Bound Macadam Sub-base/base 3)WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A)By Manual Means	3,733.86	cum	4,011.13	₹1,49,76,997.86
1.09	Prime Coat (iii)High porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.	37,492.4	sqm	68.78	₹25,78,727.27

Stage Documents

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

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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

BOQ Documents

BOQ_199479.xls

BOQ Document • 0.27 MB

Work Item Documents

122341387.pdf

Tender Document • 0.50 MB

SBDMG02III0125.pdf

Tender Document • 1.59 MB

Listofworks.pdf

Tender Document • 2.89 MB

122341391.html

Tender Document • 0.03 MB

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Company

J C INFRA CORPORATION LIMITED

L1₹840.32Accepted-AOC

BRIGHTWELL ROAD BARIK SHILLONG 793001 MEGHALAYA

Mekstonedar Lyngdoh

L2₹7.8 Cr+₹22.7 L (2.99%)Rejected-Finance

ARTIS PYNGROPE

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pavement Works
1.01	Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4	34,338	sqm	20	₹6,86,760
1.02	Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	2,357.67	cum	220	₹5,18,687.4
1.03	Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections	22,986.28	sqm	61	₹14,02,162.9
1.04	Excavation in Ordinary Rock with Dozer with lead upto 100 m Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	6,567.51	cum	68	₹4,46,590.54
1.05	Excavation in Hard Rock (blasting prohibited) Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections	3,283.75	sqm	690	₹22,65,790.26
1.06	Construction of Shoulders as per Technical Specification Clause 407 A.Earthen Shouler	2,239.64	cum	520	₹11,64,614.88
1.07	Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of E II) For Grading II Material	2,720.99	cum	2,865.35	₹77,96,597.29
1.08	Water Bound Macadam Sub-base/base 3)WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A)By Manual Means	3,733.86	cum	4,011.13	₹1,49,76,997.86
1.09	Prime Coat (iii)High porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.	37,492.4	sqm	68.78	₹25,78,727.27

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Pavement Works

1.01

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

34,338

sqm

₹6,86,760

1.02

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

2,357.67

cum

220

₹5,18,687.4

1.03

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections

22,986.28

sqm

₹14,02,162.9

1.04

Excavation in Ordinary Rock with Dozer with lead upto 100 m Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

6,567.51

cum

₹4,46,590.54

1.05

Excavation in Hard Rock (blasting prohibited) Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections

3,283.75

sqm

690

₹22,65,790.26

1.06

Construction of Shoulders as per Technical Specification Clause 407 A.Earthen Shouler

2,239.64

cum

520

₹11,64,614.88

1.07

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of E II) For Grading II Material

2,720.99

cum

2,865.35

₹77,96,597.29

1.08

Water Bound Macadam Sub-base/base 3)WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A)By Manual Means

3,733.86

cum

4,011.13

₹1,49,76,997.86

1.09

Prime Coat (iii)High porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.

37,492.4

sqm

68.78

₹25,78,727.27