Tender ID

Arunachal

To Be Opened

Works

Civil Works

C/o Infrastructure development at Govt. Primary School Hapuk under Tali in Kra Daadi District.

Public Works Department

Kra Daadi, Arunachal Pradesh

Amount: Refer DocsCloses: 23 Mar 2026Closed

Timeline

Published17 Mar 2026
Closed23 Mar 2026
Bid Opening23 Mar 2026

Tender Value

Refer Docs

EMD Value

₹3.2 L

Closing Date

23 Mar 2026, 9:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD, Tali Division

Address

Office of the Executive Engineer, PWD, Tali Division

Work Description

C/o Infrastructure development at Govt. Primary School Hapuk under Tali in Kra Daadi District.

Tender Information

Tender ID

2026_PWDAP_3164_1

Reference Number

TD/W-12/ EDN/2025-26/02

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

730 days

Location

Kra Daadi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredEMD and Tender Fee with receipt (.pdf)

RequiredTender Documents (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

Executive Engineer, PWD, Tali Division

EMD Fee Amount

₹3.2 L

Important Dates

Last Activity

17 Mar 2026

Published

17 Mar 2026

Bid Opening

23 Mar 2026

Download Starts

17 Mar 2026

Download Ends

23 Mar 2026

Submission Starts

17 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (140 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:- Land development for play ground
1.01	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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	5,764.75	Cum	1.25	₹7,205.94
1.02	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.)	8,647.13	Cum	-	-
2SH: School Building A - Earth work
2.01	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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)	2,100	Cum	100	₹2,10,000
2.02	Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.	322.28	Cum	53	₹17,080.84
2.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	239.02	Cum	10	₹2,390.2
2.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	57.75	Cum	11	₹635.25
2.05	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : a. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.	47.5	Mtr	100	₹4,750
2.06	Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete (including carriage of stone for 5 km lead).	91.77	Cum	53	₹4,863.81

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.13 MB

Work Item Documents

Drawing.rar

Additional Documents • 3.64 MB

SBD_HAPUK.pdf

Tender Documents • 1.32 MB

BOQ_3362.xls

BOQ • 0.48 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:- Land development for play ground
1.01	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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	5,764.75	Cum	1.25	₹7,205.94
1.02	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.)	8,647.13	Cum	-	-
2SH: School Building A - Earth work
2.01	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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)	2,100	Cum	100	₹2,10,000
2.02	Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.	322.28	Cum	53	₹17,080.84
2.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	239.02	Cum	10	₹2,390.2
2.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	57.75	Cum	11	₹635.25
2.05	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : a. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.	47.5	Mtr	100	₹4,750
2.06	Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete (including carriage of stone for 5 km lead).	91.77	Cum	53	₹4,863.81

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SH:- Land development for play ground

1.01

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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

5,764.75

Cum

1.25

₹7,205.94

1.02

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.)

8,647.13

Cum

2SH: School Building A - Earth work

2.01

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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

2,100

Cum

100

₹2,10,000

2.02

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.

322.28

Cum

₹17,080.84

2.03

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

239.02

Cum

₹2,390.2

2.04

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.

57.75

Cum

₹635.25

2.05

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : a. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

47.5

Mtr

100

₹4,750

2.06

Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete (including carriage of stone for 5 km lead).

91.77

Cum

₹4,863.81