Rajasthan

Financial BO

Works

Civil Works - Roads

Widening and strengthening From NH-162E To Sakroda Falichada Jewana Khartana Fatehnagar Intali Menar (km. 29/700 to 42/700) (MDR-263) Distt. Udaipur Job No. CRIF/1172/RJ/25-26

PWD - CE AND AS

Udaipur, Rajasthan

Amount: ₹18.6 CrCloses: 15 Sept 2025Closed

Timeline

Published26 Aug 2025
Closed15 Sept 2025
Technical Evaluation29 Sept 2025
Financial Evaluation3 Oct 2025
Award—

Bids

Percentage

2 Bids3 Oct 2025

#	Company	Quoted %	Amount	Rank	Status
1	Sanwariya Construction Infra Tech Limited L1₹15.6 CrAdmitted-Finance	-16.37%	₹15.6 Cr	L1	Admitted-Finance
2	Bherunath Construction Pvt Ltd Rejected-Technical	-	-	-	Rejected-Technical in Bank certificate name of work and date of issue not mentioned

Tender Value

₹18.6 Cr

EMD Value

₹30 L

Closing Date

15 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ACE PWD Zone I Udaipur

Address

Office of The ACE PWD Zone I Udaipur

Work Description

Widening and strengthening From NH-162E To Sakroda Falichada Jewana Khartana Fatehnagar Intali Menar (km. 29/700 to 42/700) (MDR-263) Distt. Udaipur Job No. CRIF/1172/RJ/25-26

Tender Information

Tender ID

2025_CEPWD_496660_2

Reference Number

NIT-10-2025-26 ACE PWD Zone I Udaipur

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

450 days

Location

udaipur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As pe4 Bid Documents

Documents Required

3 documents required · 3 mandatory

Fee

RequiredScanned copy of Tender fee, processing fee, Bid Security, GST, Enlistment order and review order (.pdf)

PreQual/Technical

RequiredAll documents required as per bid documents and NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

Egras Challan - EE PWD Dn Vallabhnagar

EMD Fee Amount

₹30 L

Pre-Bid Meeting

Meeting Place

Office of The ACE PWD Zone I Udaipur

Important Dates

Last Activity

3 Oct 2025

Published

26 Aug 2025

Bid Opening

17 Sept 2025

Download Starts

26 Aug 2025

Download Ends

15 Sept 2025

Submission Starts

3 Sept 2025

Clarification Period

26 Aug 2025 - 3 Sept 2025

Pre-Bid Meeting

3 Sept 2025

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 (69 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Clearing and Grubbing Road Land .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	5.2	P.Hect	12,513	₹65,067.6
2	Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m: Excavation for roadwork in soil 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 embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3	5,294.02	P.Cum	31	₹1,64,114.62
3	Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m: Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5	926.41	P.Cum	44	₹40,762.04
4	Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRTH Specification Clause 301.3.5	617.61	P.Cum	175	₹1,08,081.75
5	Construction of Embankment with Material Obtained from Roadway Cutting: 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	12,775.15	P.Cum	40	₹5,11,006
6	Construction of Embankment with Material Obtained from Borrow Pits: 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	21,611.33	P.Cum	58	₹12,53,457.14
7	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3	10,602	P.Cum	59	₹6,25,518
8	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 MoRTH Specification Clause 305.4.3	49,995	P.Sqm	15	₹7,49,925
9	Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates	3,937.5	P.Cum	827	₹32,56,312.5
10	Wet Mix Macadam (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 400-12 & 400-13 and MoRTH Specification Clause 406.) By Mechanical Means with all lead	14,553	P.Cum	1,147	₹1,66,92,291

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 • 0.28 MB

Work Item Documents

BOQ_885875.xls

BOQ • 0.38 MB

Ready to Participate?

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Company

Sanwariya Construction Infra Tech Limited

L1₹15.6 CrAdmitted-Finance

Bherunath Construction Pvt Ltd

Rejected-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Clearing and Grubbing Road Land .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

5.2

P.Hect

12,513

₹65,067.6

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m: Excavation for roadwork in soil 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 embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3

5,294.02

P.Cum

₹1,64,114.62

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m: Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5

926.41

P.Cum

₹40,762.04

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRTH Specification Clause 301.3.5

617.61

P.Cum

175

₹1,08,081.75

Construction of Embankment with Material Obtained from Roadway Cutting: 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

12,775.15

P.Cum

₹5,11,006

Construction of Embankment with Material Obtained from Borrow Pits: 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

21,611.33

P.Cum

₹12,53,457.14

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3

10,602

P.Cum

₹6,25,518

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 MoRTH Specification Clause 305.4.3

49,995

P.Sqm

₹7,49,925

Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates

3,937.5

P.Cum

827

₹32,56,312.5

Wet Mix Macadam (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 400-12 & 400-13 and MoRTH Specification Clause 406.) By Mechanical Means with all lead

14,553

P.Cum

1,147

₹1,66,92,291