Arunachal

Financial BO

Works

Civil Works

Development and widening of road from Sangsatham PWD road to Longhua

Public Works Department

Kanubari | Longding, Arunachal Pradesh

Amount: Refer DocsCloses: 11 Sept 2026Closed

Timeline

Published5 Sept 2026
Closed11 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

3 Bids12 Sept 2026

#	Company	Amount	Rank	Status
1	TAHRANG ARANGHAM L1₹1.3 CrAdmitted-Fee/PreQual/Technical/Finance	₹1.3 Cr	L1	Admitted-Fee/PreQual/Technical/Finance
2	M/s T & P Enterprises L2₹1.5 Cr+₹24.6 L (19.3%)Admitted-Fee/PreQual/Technical/Finance	₹1.5 Cr+₹24.6 L (19.3%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	M/S AFO ENTERPRISES Not Admitted-Fee/PreQual/Technical/Finance	-	-	Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC

BoQ Comparative

Line Items (9)

Sl No	Description	Qty	Unit	M/s T & P Enterprises L2	TAHRANG ARANGHAM L1
1.00Site Clearance Jungle Clearance
1.01Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
1.02	By Manual means:- In Areas of Thorny Jungle	0.51	Hect	1,24,550 ₹63,520.5	1,24,405.8 ₹63,446.96 Lowest
2.00EarthWork in Excavation
2.01	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)	1,490	Cum	290.5 ₹4,32,845	239.3 ₹3,56,557 Lowest
2.02	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 )	372.6	Cum	460.25 ₹1,71,489.15	350 ₹1,30,410 Lowest
3.00SH: Granular Sub Base
3.01	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	589.05	Cum	3,990.25 ₹23,50,456.76	3,512 ₹20,68,743.6 Lowest
4.00SH: Water Bound Macadam
4.01Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Tender Value

Refer Docs

EMD Value

₹1.6 L

Closing Date

11 Sept 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer, Kanubari Division, PWD

Address

Office of the Executive Engineer, Kanubari Division, PWD

Work Description

Development and widening of road from Sangsatham PWD road to Longhua

Tender Information

Tender ID

2026_PWDAP_3681_1

Reference Number

SEK/Cont/NIT/KBR/26-27/326-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

730 days

Location

Kanubari

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredEMD, Fee and All the mandatory documents as per NIT (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,000

Tender Fee Payable To

Executive Engineer, Kanubari Division, PWD

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

12 Sept 2026

Published

5 Sept 2026

Bid Opening

12 Sept 2026

Download Starts

5 Sept 2026

Download Ends

11 Sept 2026

Submission Starts

5 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Site Clearance Jungle Clearance
1.01	Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.	-	-	-	-
1.02	By Manual means:- In Areas of Thorny Jungle	0.51	Hect	-	-
2EarthWork in Excavation
2.01	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)	1,490	Cum	-	-
2.02	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 )	372.6	Cum	-	-
3SH: Granular Sub Base
3.01	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	589.05	Cum	-	-
4SH: Water Bound Macadam
4.01	Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)	-	-	-	-

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

NIT Documents

Tendernotice_1.pdf

PDF • 0.26 MB

Work Item Documents

Tender_Documents.pdf

Tender Documents • 4.37 MB

BOQ_3927.xls

BOQ • 0.36 MB

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Company

TAHRANG ARANGHAM

L1₹1.3 CrAdmitted-Fee/PreQual/Technical/Finance

M/s T & P Enterprises

L2₹1.5 Cr+₹24.6 L (19.3%)Admitted-Fee/PreQual/Technical/Finance

M/S AFO ENTERPRISES

Not Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	M/s T & P Enterprises L2	TAHRANG ARANGHAM L1
1.00Site Clearance Jungle Clearance
1.01Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
1.02	By Manual means:- In Areas of Thorny Jungle	0.51	Hect	1,24,550 ₹63,520.5	1,24,405.8 ₹63,446.96 Lowest
2.00EarthWork in Excavation
2.01	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)	1,490	Cum	290.5 ₹4,32,845	239.3 ₹3,56,557 Lowest
2.02	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 )	372.6	Cum	460.25 ₹1,71,489.15	350 ₹1,30,410 Lowest
3.00SH: Granular Sub Base
3.01	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	589.05	Cum	3,990.25 ₹23,50,456.76	3,512 ₹20,68,743.6 Lowest
4.00SH: Water Bound Macadam
4.01Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Sl No

Description

Qty

Unit

M/s T & P Enterprises

TAHRANG ARANGHAM

1.00Site Clearance Jungle Clearance

1.01Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

1.02

By Manual means:- In Areas of Thorny Jungle

0.51

Hect

1,24,550

₹63,520.5

1,24,405.8

₹63,446.96

Lowest

2.00EarthWork in Excavation

2.01

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)

1,490

Cum

290.5

₹4,32,845

239.3

₹3,56,557

Lowest

2.02

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 )

372.6

Cum

460.25

₹1,71,489.15

350

₹1,30,410

Lowest

3.00SH: Granular Sub Base

3.01

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

589.05

Cum

3,990.25

₹23,50,456.76

3,512

₹20,68,743.6

Lowest

4.00SH: Water Bound Macadam

4.01Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Site Clearance Jungle Clearance
1.01	Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.	-	-	-	-
1.02	By Manual means:- In Areas of Thorny Jungle	0.51	Hect	-	-
2EarthWork in Excavation
2.01	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)	1,490	Cum	-	-
2.02	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 )	372.6	Cum	-	-
3SH: Granular Sub Base
3.01	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	589.05	Cum	-	-
4SH: Water Bound Macadam
4.01	Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)	-	-	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Site Clearance Jungle Clearance

1.01

Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

1.02

By Manual means:- In Areas of Thorny Jungle

0.51

Hect

2EarthWork in Excavation

2.01

1,490

Cum

2.02

372.6

Cum

3SH: Granular Sub Base

3.01

589.05

Cum

4SH: Water Bound Macadam

4.01

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)