Arunachal

AOC

Works

Civil Works

Improvement of road from Pasighat to Remi (20.00 km)

Public Works Department

Pasighat Ledum Road | Siang, Arunachal Pradesh

Amount: ₹28.5 CrCloses: 25 Oct 2022Closed

Timeline

Published12 Oct 2022
Closed25 Oct 2022
Technical Evaluation27 Dec 2022
Financial Evaluation4 Jan 2023
Awarded3 Feb 2023

Bids

9 Bids3 Feb 2023

#	Company	Amount	Rank	Status
1	ATW INDIA PVT LTD L1₹22.8 CrAccepted-AOC H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM \| DIBRUGARH \| ASSAM \| 786003	₹22.8 Cr	L1	Accepted-AOC L1 Approved by Chief Engineer(CZ-B) PWD Pasighat. Vide No. CEAP(CZ-B)/W-5/CRIF/Tender/Boleng Circle/22-23/5998-6000 Dtd. 29/12/2023
2	M/S Sri Ram Enterprises L2₹24.3 Cr+₹1.5 Cr (6.56%)Rejected-AOC	₹24.3 Cr+₹1.5 Cr (6.56%)	L2	Rejected-AOC L2 Rank
3	M/S N T AGENCY L3₹24.3 Cr+₹1.5 Cr (6.58%)Rejected-AOC	₹24.3 Cr+₹1.5 Cr (6.58%)	L3	Rejected-AOC L3 Rank
4	M/S Sedi Allied Agency L4₹24.6 Cr+₹1.8 Cr (8.09%)Rejected-AOC	₹24.6 Cr+₹1.8 Cr (8.09%)	L4	Rejected-AOC L4 Rank
5	M/s. RTT Enterprise L5₹25.7 Cr+₹2.9 Cr (12.9%)Rejected-AOC	₹25.7 Cr+₹2.9 Cr (12.9%)	L5	Rejected-AOC L5 Rank

Corrigenda

Corrigendum

1 updatesLatest on 19 Oct 2022

Tender Value

₹28.5 Cr

EMD Value

₹38.5 L

Closing Date

25 Oct 2022, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer, P.W.Division Pasighat

Address

Er. Tani Taki, Executive Engineer, P.W.Division Pasighat.

Work Description

Improvement of road from Pasighat to Remi (20.00 km)

Tender Information

Tender ID

2022_PWDAP_886_1

Reference Number

PA/CON-1/2022-23/6506-13

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

730 days

Location

Pasighat Ledum Road

Source Website

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Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredTender Fee as per IFB, Sl. No. 1, Page 7, Col. 5 (.pdf)

RequiredEMD as per IFB, Sl. No. 1, Page 7, Col. 4 (.pdf)

RequiredQualification Information and supporting documents as per IFB Page-13, S No.-1, S No.-14 Page-15 (.pdf)

RequiredTechnical Representative as per Clause-36 i, Page-98 (.pdf)

RequiredT and P requirement as per special Term and Condition SNo.4, Page 100 (.pdf)

RequiredPlease refer SNo.-16, 20, 24,26 Page-102 and 103 of SBD (.pdf)

RequiredDocuments should be properly Indexed with Page No. BID validity IFB Page-8, SNo-8. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹15,000

Tender Fee Payable To

EE PWD PASIGHAT

EMD Fee Amount

₹38.5 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Office of EE, PWD Pasighat

Important Dates

Last Activity

3 Feb 2023

Published

12 Oct 2022

Bid Opening

27 Oct 2022

Download Starts

12 Oct 2022

Download Ends

25 Oct 2022

Submission Starts

15 Oct 2022

Pre-Bid Meeting

14 Oct 2022

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (44 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:- Earth work - 19.00 km
1.01	Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2).	1,16,898.12	Cum	-	-
1.02	Excavation in Soil with Dozer with lead upto 100 metres ( Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)	18,119.34	Cum	-	-
1.03	Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)	7,163.76	Cum	-	-
2SH:- Pavement - 19.00 km
2.01	Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)	71,250	Sqm	-	-
2.02	Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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 within all lifts and lead upto 1000m)	7,866	Cum	-	-
2.03	Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)(i) for grading- I Material	18,316	Cum	-	-
2.04	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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)	24,700	Cum	-	-
2.05	Prime coat (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.)	1,04,500	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.06 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

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.

Tender Page Snapshot

details.html

html • 0.03 MB

BOQ Documents

BOQ_994.xls

BOQ Document • 0.34 MB

Work Item Documents

106905368.pdf

Tender Document • 0.09 MB

TenderDocument.pdf

Tender Document • 2.95 MB

106905370.html

Tender Document • 0.03 MB

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Company

ATW INDIA PVT LTD

L1₹22.8 CrAccepted-AOC

H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM | DIBRUGARH | ASSAM | 786003

M/S Sri Ram Enterprises

L2₹24.3 Cr+₹1.5 Cr (6.56%)Rejected-AOC

M/S N T AGENCY

L3₹24.3 Cr+₹1.5 Cr (6.58%)Rejected-AOC

M/S Sedi Allied Agency

L4₹24.6 Cr+₹1.8 Cr (8.09%)Rejected-AOC

M/s. RTT Enterprise

L5₹25.7 Cr+₹2.9 Cr (12.9%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:- Earth work - 19.00 km
1.01	Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2).	1,16,898.12	Cum	-	-
1.02	Excavation in Soil with Dozer with lead upto 100 metres ( Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)	18,119.34	Cum	-	-
1.03	Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)	7,163.76	Cum	-	-
2SH:- Pavement - 19.00 km
2.01	Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)	71,250	Sqm	-	-
2.02	Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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 within all lifts and lead upto 1000m)	7,866	Cum	-	-
2.03	Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)(i) for grading- I Material	18,316	Cum	-	-
2.04	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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)	24,700	Cum	-	-
2.05	Prime coat (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.)	1,04,500	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SH:- Earth work - 19.00 km

1.01

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2).

1,16,898.12

Cum

1.02

Excavation in Soil with Dozer with lead upto 100 metres ( Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

18,119.34

Cum

1.03

Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)

7,163.76

Cum

2SH:- Pavement - 19.00 km

2.01

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

71,250

Sqm

2.02

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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 within all lifts and lead upto 1000m)

7,866

Cum

2.03

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)(i) for grading- I Material

18,316

Cum

2.04

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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

24,700

Cum

2.05

Prime coat (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.)

1,04,500

Sqm