Arunachal

Financial Eval

Surety Bonds Accepted

Works

Civil Works – Roads

Construction of Approach road to District Headquarters at Nepangphong, Bichom District (CMCSRDP-II)

Public Works Department

Nepangpong | West Kameng, Arunachal Pradesh

Amount: ₹27.7 CrCloses: 7 Apr 2025Closed

Timeline

Published24 Mar 2025
Closed7 Apr 2025
Financial Evaluation7 Apr 2025
Award—

Bids

2 Bids7 Apr 2025

#	Company	Amount	Rank	Status
1	M/s B.S.L Enterprises L1₹27.4 CrAccepted-Finance	₹27.4 Cr	L1	Accepted-Finance Set Forth For Evaluation
2	M/S T N T ENTERPRISES L2₹27.7 Cr+₹23.6 L (0.86%)Accepted-Finance	₹27.7 Cr+₹23.6 L (0.86%)	L2	Accepted-Finance Set forth for Evaluation

Tender Value

₹27.7 Cr

EMD Value

₹27.7 L

Closing Date

7 Apr 2025, 12:00 pmClosed

Tender Inviting Organisation

Name

EE, Bomdila Division, PWD, Bomdila

Address

O/o Superintending Engineer, Rupa Circle, PWD, AP,

Work Description

Construction of Approach road to District Headquarters at Nepangphong, Bichom District (CMCSRDP-II)

Tender Information

Tender ID

2025_PWDAP_2424_1

Reference Number

BDL/TA-27/NSD-14/2024-25/262 Dated 22/03/2025

Tender Type

Open Tender

Product Category

Civil Works – Roads

Form of Contract

Item Rate

Location

Nepangpong

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTender Fee (.pdf)

RequiredTender Fee receipt (.pdf)

RequiredEMD (.pdf)

RequiredEMD receipt (.pdf)

RequiredNIT (.pdf)

RequiredTender Document (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹15,000

Tender Fee Payable To

EE PWD Bomdila

EMD Fee Amount

₹27.7 L

Pre-Bid Meeting

Meeting Place

Superintending Engineer, Rupa Circle, PWD, AP,

Important Dates

Last Activity

7 Apr 2025

Published

24 Mar 2025

Bid Opening

7 Apr 2025

Download Starts

24 Mar 2025

Download Ends

7 Apr 2025

Submission Starts

24 Mar 2025

Pre-Bid Meeting

2 Apr 2025

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1JUNGLE CLEARANCE
1.01	Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto300mm,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 of1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (i) By Manual Means A )In area of light jungle	21	Hectare	-	-
2FORMATION CUTTING
2.01	Excavation in Hill Area in Soil by Mechanical Means 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)	7,20,314.6	Cum	-	-
2.02	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.Ordinary and Hard Soil	3,60,157.3	Cum	-	-
2.03	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 )	85,170.4	Cum	-	-
2.04	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.(Ordinary and Hard Soil)	42,585.2	Cum	-	-
3A.BOX CULVERT (2mx2m)
3.01	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 'I.Ordinary soil 'A Manual Means 'ii) upto 3 m	9,560.15	Cum	-	-
3.02	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	377.01	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

finance_2590.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

BOQ Documents

BOQ_2590.xls

BOQ • 0.30 MB

Work Item Documents

166659357.pdf

Tender Documents • 0.44 MB

166659358.pdf

Tender Documents • 21.98 MB

166659360.html

Tender Documents • 0.06 MB

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Company

M/s B.S.L Enterprises

L1₹27.4 CrAccepted-Finance

M/S T N T ENTERPRISES

L2₹27.7 Cr+₹23.6 L (0.86%)Accepted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1JUNGLE CLEARANCE
1.01	Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto300mm,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 of1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (i) By Manual Means A )In area of light jungle	21	Hectare	-	-
2FORMATION CUTTING
2.01	Excavation in Hill Area in Soil by Mechanical Means 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)	7,20,314.6	Cum	-	-
2.02	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.Ordinary and Hard Soil	3,60,157.3	Cum	-	-
2.03	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 )	85,170.4	Cum	-	-
2.04	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.(Ordinary and Hard Soil)	42,585.2	Cum	-	-
3A.BOX CULVERT (2mx2m)
3.01	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 'I.Ordinary soil 'A Manual Means 'ii) upto 3 m	9,560.15	Cum	-	-
3.02	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	377.01	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1JUNGLE CLEARANCE

1.01

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto300mm,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 of1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (i) By Manual Means A )In area of light jungle

Hectare

2FORMATION CUTTING

2.01

Excavation in Hill Area in Soil by Mechanical Means 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)

7,20,314.6

Cum

2.02

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.Ordinary and Hard Soil

3,60,157.3

Cum

2.03

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 )

85,170.4

Cum

2.04

42,585.2

Cum

3A.BOX CULVERT (2mx2m)

3.01

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 'I.Ordinary soil 'A Manual Means 'ii) upto 3 m

9,560.15

Cum

3.02

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

377.01

Cum