Rajasthan

Financial BO

Works

Civil Works - Roads

Widening and Strengthening of Dausa to Kuchaman via Lawan - Tunga - Chaksu - Phagi - Dudu - Sambhar Road (SH-02) Km. 16/0 to 35/0 (JOB NO. CRIF-965/RJ/2021-22)

PWD - CE AND AS

Under Jurisdiction of Dn.-Dausa, Bassi and Chaksu | Rajasthan

Amount: ₹30 CrCloses: 30 Sept 2021Closed

Timeline

Published10 Sept 2021
Closed30 Sept 2021
Technical Evaluation10 Dec 2021
Financial Evaluation14 Dec 2021
Award—

Bids

Percentage

10 Bids14 Dec 2021

#	Company	Quoted %	Amount	Rank	Status
1	LNA Infraprojects Pvt. Limited L1₹20.6 CrAdmitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN \| JAIPUR \| RAJASTHAN \| 302039	-30.80%	₹20.6 Cr	L1	Admitted-Finance
2	M/s Meenesh Contractors and Developers L2₹20.9 Cr+₹30.6 L (1.49%)Admitted-Finance	-29.77%	₹20.9 Cr+₹30.6 L (1.49%)	L2	Admitted-Finance
3	Balaji InfraRoads Pvt. Ltd L3₹21.3 Cr+₹77.0 L (3.74%)Admitted-Finance	-28.21%	₹21.3 Cr+₹77.0 L (3.74%)	L3	Admitted-Finance
4	M/s HARDAYAL CONSTRUCTIONS AND PROJECTS LLP L4₹21.5 Cr+₹92.7 L (4.51%)Admitted-Finance	-27.68%	₹21.5 Cr+₹92.7 L (4.51%)	L4	Admitted-Finance
5	DMC ENTERPRISES L5₹21.5 Cr+₹97.8 L (4.75%)Admitted-Finance	-27.51%	₹21.5 Cr+₹97.8 L (4.75%)	L5	Admitted-Finance

Corrigenda

Corrigendum

1 updatesLatest on 23 Sept 2021

Tender Value

₹30 Cr

Closing Date

30 Sept 2021, 6:00 pmClosed

Tender Inviting Organisation

Name

Additional Chief Engineer, PWD, Zone-II, Jaipur

Address

Additional Chief Engineer, PWD, Zone-II, Jaipur

Work Description

Widening and Strengthening of Dausa to Kuchaman via Lawan - Tunga - Chaksu - Phagi - Dudu - Sambhar Road (SH-02) Km. 16/0 to 35/0 (JOB NO. CRIF-965/RJ/2021-22)

Tender Information

Tender ID

2021_CEPWD_240101_1

Reference Number

Nit No 13 of 2021-22 ACE PWD Zone-II, Jaipur

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

450 days

Location

Under Jurisdiction of Dn.-Dausa, Bassi and Chaksu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredCopy of Receipt of Egras Challan of Tender Cost and RISL Fee, Registration, GST Registration etc (.pdf)

RequiredBid Security Delectation Affidavit as per format given in the Tender Document on Rs. 50/- (.pdf)

RequiredAll required Document as per SBD (.pdf)

Finance

RequiredBOQ (.xls)

RequiredRate Analysis (.pdf)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

Through E-Grass Challan Bassi Office ID 4533

EMD Fee Amount

Exempted

Important Dates

Last Activity

14 Dec 2021

Published

10 Sept 2021

Bid Opening

4 Oct 2021

Download Starts

10 Sept 2021

Download Ends

30 Sept 2021

Submission Starts

10 Sept 2021

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 (286 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PART : A :- KM 16/00 TO 22/100
1.01	PART - A - ROAD WORK (BT)	-	-	-	-
1.02	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle	4.09	P.Hect	11,100	₹45,399
1.03	Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3	3,188.42	P.Cum	39	₹1,24,348.57
1.04	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3	9,032.48	P.Cum	122	₹11,01,961.95
1.05	Carriage of Earth, Sand, Lime, Morrum, Manure or Sludge etc. including loading and unloading complete with a lead of 6.00 Km.	9,032.48	P.Cum	14.9	₹1,34,583.88
1.06	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3	15,117.31	P.Cum	57	₹8,61,686.81
1.07	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.	3,188.42	P.Cum	21	₹66,956.92
1.08	Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with lead up to 20 km For Grading I Material	4,662.61	P.Cum	823	₹38,37,328.03
1.09	Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material	2,261.25	P.Cum	446	₹10,08,517.5

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 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

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.37 MB

Work Item Documents

SBD_CRF_Bassi_Part_1.pdf

Tender Documents • 1.18 MB

SBD_CRF_Bassi_Part_2.pdf

Additional Documents • 0.99 MB

Condition_of_Particulars_Applications.pdf

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Company

LNA Infraprojects Pvt. Limited

L1₹20.6 CrAdmitted-Finance

1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039

M/s Meenesh Contractors and Developers

L2₹20.9 Cr+₹30.6 L (1.49%)Admitted-Finance

Balaji InfraRoads Pvt. Ltd

L3₹21.3 Cr+₹77.0 L (3.74%)Admitted-Finance

M/s HARDAYAL CONSTRUCTIONS AND PROJECTS LLP

L4₹21.5 Cr+₹92.7 L (4.51%)Admitted-Finance

DMC ENTERPRISES

L5₹21.5 Cr+₹97.8 L (4.75%)Admitted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PART : A :- KM 16/00 TO 22/100
1.01	PART - A - ROAD WORK (BT)	-	-	-	-
1.02	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle	4.09	P.Hect	11,100	₹45,399
1.03	Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3	3,188.42	P.Cum	39	₹1,24,348.57
1.04	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3	9,032.48	P.Cum	122	₹11,01,961.95
1.05	Carriage of Earth, Sand, Lime, Morrum, Manure or Sludge etc. including loading and unloading complete with a lead of 6.00 Km.	9,032.48	P.Cum	14.9	₹1,34,583.88
1.06	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3	15,117.31	P.Cum	57	₹8,61,686.81
1.07	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.	3,188.42	P.Cum	21	₹66,956.92
1.08	Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with lead up to 20 km For Grading I Material	4,662.61	P.Cum	823	₹38,37,328.03
1.09	Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material	2,261.25	P.Cum	446	₹10,08,517.5

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1PART : A :- KM 16/00 TO 22/100

1.01

PART - A - ROAD WORK (BT)

1.02

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle

4.09

P.Hect

11,100

₹45,399

1.03

Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3

3,188.42

P.Cum

₹1,24,348.57

1.04

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3

9,032.48

P.Cum

122

₹11,01,961.95

1.05

Carriage of Earth, Sand, Lime, Morrum, Manure or Sludge etc. including loading and unloading complete with a lead of 6.00 Km.

9,032.48

P.Cum

14.9

₹1,34,583.88

1.06

15,117.31

P.Cum

₹8,61,686.81

1.07

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.

3,188.42

P.Cum

₹66,956.92

1.08

Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with lead up to 20 km For Grading I Material

4,662.61

P.Cum

823

₹38,37,328.03

1.09

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material

2,261.25

P.Cum

446

₹10,08,517.5