Arunachal

Financial BO

Works

Civil Works – Roads

C/o road from District Hospital, Palin to Tubing village i/c Bridge/culvert in Kra Daadi district

Public Works Department

Palin | Upper Subansiri, Arunachal Pradesh

Amount: ₹10.4 CrCloses: 26 Jul 2024Closed

Timeline

Published19 Jul 2024
Closed26 Jul 2024
Financial Evaluation—
Award—

Bids

Item Rate

4 Bids29 Jul 2024

#	Company	Amount	Rank	Status
1	M/S N B ENTERPRISES L1₹10.4 CrAdmitted-Fee/PreQual/Technical/Finance	₹10.4 Cr	L1	Admitted-Fee/PreQual/Technical/Finance
2	M/S HACHANG TACHANG L2₹10.4 Cr+₹54,380.30 (0.05%)Admitted-Fee/PreQual/Technical/Finance	₹10.4 Cr+₹54,380.30 (0.05%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	M/S BANGTE ENTERPRISE Not Admitted-Fee/PreQual/Technical/Finance	-	-	Not Admitted-Fee/PreQual/Technical/Finance Others-EMD and Tender processing fees not submitted and representative of this firm found to be absent
4	M/S T PUMIN ENTERPRISE Not Admitted-Fee/PreQual/Technical/Finance	-	-	Not Admitted-Fee/PreQual/Technical/Finance Others-EMD and Tender processing fees not submitted and representative of this firm found to be absent

BoQ Comparative

Line Items (60)

Sl No	Description	Qty	Unit	M/S N B ENTERPRISES L1	M/S HACHANG TACHANG L2
1.00SH:- FORMATION CUTTING
1.01	Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)	69,467.46	Cum	210 ₹1,45,88,166.6	209 ₹1,45,18,699.14 Lowest
1.02	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.	46,311.64	Cum	90 ₹41,68,047.6 Lowest	90 ₹41,68,047.6 Lowest
1.03	Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )	29,771.77	Cum	304 ₹90,50,618.08 Lowest	304 ₹90,50,618.08 Lowest
1.04	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)	19,847.85	Cum	145 ₹28,77,938.25 Lowest	147 ₹29,17,633.95
2.00SH:- GSB LAYING
2.01	Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.	12,631.5	Sqm	96 ₹12,12,624 Lowest	97 ₹12,25,255.5
2.02	Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.	12,631.5	Sqm	5 ₹63,157.5 Lowest	5 ₹63,157.5 Lowest
2.03	Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-I Material	947.37	Cum	1,800 ₹17,05,266 Lowest	1,802 ₹17,07,160.74
2.04	Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-II Material	947.37	Cum	1,630 ₹15,44,213.1	1,628 ₹15,42,318.36 Lowest

Tender Value

₹10.4 Cr

EMD Value

₹10.4 L

Closing Date

26 Jul 2024, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD, Palin Division

Address

Office of the EE, Palin Division, PWD, AP.

Work Description

C/o road from District Hospital, Palin to Tubing village i/c Bridge/culvert in Kra Daadi district

Tender Information

Tender ID

2024_PWDAP_1893_1

Reference Number

PLND/CRIF/2023-24/001

Tender Type

Open Tender

Product Category

Civil Works – Roads

Form of Contract

Item Rate

Period of Work

548 days

Location

Palin

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredTender fee (.pdf)

RequiredEMD (.pdf)

RequiredSBD (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

EE PWD Palin Division

EMD Fee Amount

₹10.4 L

Important Dates

Last Activity

29 Jul 2024

Published

19 Jul 2024

Bid Opening

29 Jul 2024

Download Starts

19 Jul 2024

Download Ends

26 Jul 2024

Submission Starts

19 Jul 2024

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (60 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:- FORMATION CUTTING
1.01	Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)	-	Cum	100	-
1.02	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.	1	Cum	100	₹99.9
1.03	Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )	-	Cum	10	-
1.04	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)	1	Cum	10	₹9.99
2SH:- GSB LAYING
2.01	Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.	-	Sqm	10	-
2.02	Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.	-	Sqm	10	-
2.03	Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-I Material	-	Cum	10	-
2.04	Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-II Material	-	Cum	10	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

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

BOQ Documents

BOQ_2031.xls

BOQ Document • 0.29 MB

Work Item Documents

148585467.pdf

Tender Document • 0.27 MB

SBDFinal.pdf

Tender Document • 8.69 MB

148585469.html

Tender Document • 0.05 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

M/S N B ENTERPRISES

L1₹10.4 CrAdmitted-Fee/PreQual/Technical/Finance

M/S HACHANG TACHANG

L2₹10.4 Cr+₹54,380.30 (0.05%)Admitted-Fee/PreQual/Technical/Finance

M/S BANGTE ENTERPRISE

Not Admitted-Fee/PreQual/Technical/Finance

M/S T PUMIN ENTERPRISE

Not Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	M/S N B ENTERPRISES L1	M/S HACHANG TACHANG L2
1.00SH:- FORMATION CUTTING
1.01	Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)	69,467.46	Cum	210 ₹1,45,88,166.6	209 ₹1,45,18,699.14 Lowest
1.02	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.	46,311.64	Cum	90 ₹41,68,047.6 Lowest	90 ₹41,68,047.6 Lowest
1.03	Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )	29,771.77	Cum	304 ₹90,50,618.08 Lowest	304 ₹90,50,618.08 Lowest
1.04	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)	19,847.85	Cum	145 ₹28,77,938.25 Lowest	147 ₹29,17,633.95
2.00SH:- GSB LAYING
2.01	Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.	12,631.5	Sqm	96 ₹12,12,624 Lowest	97 ₹12,25,255.5
2.02	Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.	12,631.5	Sqm	5 ₹63,157.5 Lowest	5 ₹63,157.5 Lowest
2.03	Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-I Material	947.37	Cum	1,800 ₹17,05,266 Lowest	1,802 ₹17,07,160.74
2.04	Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-II Material	947.37	Cum	1,630 ₹15,44,213.1	1,628 ₹15,42,318.36 Lowest

Sl No

Description

Qty

Unit

M/S N B ENTERPRISES

M/S HACHANG TACHANG

1.00SH:- FORMATION CUTTING

1.01

Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)

69,467.46

Cum

210

₹1,45,88,166.6

209

₹1,45,18,699.14

Lowest

1.02

Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.

46,311.64

Cum

₹41,68,047.6

Lowest

₹41,68,047.6

Lowest

1.03

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )

29,771.77

Cum

304

₹90,50,618.08

Lowest

304

₹90,50,618.08

Lowest

1.04

Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)

19,847.85

Cum

145

₹28,77,938.25

Lowest

147

₹29,17,633.95

2.00SH:- GSB LAYING

2.01

Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.

12,631.5

Sqm

₹12,12,624

Lowest

₹12,25,255.5

2.02

Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

12,631.5

Sqm

₹63,157.5

Lowest

₹63,157.5

Lowest

2.03

Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-I Material

947.37

Cum

1,800

₹17,05,266

Lowest

1,802

₹17,07,160.74

2.04

947.37

Cum

1,630

₹15,44,213.1

1,628

₹15,42,318.36

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:- FORMATION CUTTING
1.01	Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)	-	Cum	100	-
1.02	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.	1	Cum	100	₹99.9
1.03	Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )	-	Cum	10	-
1.04	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)	1	Cum	10	₹9.99
2SH:- GSB LAYING
2.01	Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.	-	Sqm	10	-
2.02	Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.	-	Sqm	10	-
2.03	Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-I Material	-	Cum	10	-
2.04	Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-II Material	-	Cum	10	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SH:- FORMATION CUTTING

1.01

Cum

100

1.02

Cum

100

₹99.9

1.03

Cum

1.04

Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)

Cum

₹9.99

2SH:- GSB LAYING

2.01

Sqm

2.02

Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

Sqm

2.03

Cum

2.04

Cum