Tender ID

Arunachal

To Be Opened

Works

Civil Works - Building

Infrastructure Development of 3 units of Teacher Quarter and MDM Shed and Toilet Block at Govt. I.V. School, Nogi, Upper Subansiri District

Public Works Department

Daporijo | Upper Subansiri, Arunachal Pradesh

Amount: Refer DocsCloses: 31 Mar 2026Closed

Timeline

Published26 Mar 2026
Pre-Bid Meeting29 Mar 2026
Closed31 Mar 2026
Bid Opening31 Mar 2026

Tender Value

Refer Docs

EMD Value

₹96,500

Closing Date

31 Mar 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

EE PWD Daporijo

Work Description

Teacher Qrtrs and MDM Shed

Tender Information

Tender ID

2026_PWDAP_3316_1

Reference Number

DD/NIT/EDN/2025-26/38

Tender Type

Open Tender

Product Category

Civil Works - Building

Form of Contract

Item Rate

Period of Work

730 days

Location

Daporijo

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredTechnical bid (.pdf)

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,000

Tender Fee Payable To

EE PWD Division Daporijo

EMD Fee Amount

₹96,500

Pre-Bid Meeting

Meeting Place

Daporijo

Important Dates

Last Activity

26 Mar 2026

Published

26 Mar 2026

Bid Opening

31 Mar 2026

Download Starts

26 Mar 2026

Download Ends

31 Mar 2026

Submission Starts

26 Mar 2026

Pre-Bid Meeting

29 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:
2Excavation in decomposed or soft rock with or without blasting including disposal of the same lead upto 50 m and lift upto 1.50 m.
3Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m.
4Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
5Centring and shuttering including strutting, propping etc and removal of form work for :- a)Column, pillars, posts and struts etc.
6Centring and shuttering including strutting, propping etc and removal of form work for :- b)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc.
7Centring and shuttering including strutting, propping etc and removal of form work for :- c)Lintels, beams, girders, bressumers and cantilevers etc.
8Centring and shuttering including strutting, propping etc and removal of form work for :- d)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
9Reinforcement of RCC work including bending, binding and placing in position complete. :- a)Cold twisted bars.
10Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.36 MB

Work Item Documents

SBDNogi.pdf

Tender Documents • 1.64 MB

BOQ_3513.xls

BOQ • 0.45 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:
2Excavation in decomposed or soft rock with or without blasting including disposal of the same lead upto 50 m and lift upto 1.50 m.
3Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m.
4Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
5Centring and shuttering including strutting, propping etc and removal of form work for :- a)Column, pillars, posts and struts etc.
6Centring and shuttering including strutting, propping etc and removal of form work for :- b)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc.
7Centring and shuttering including strutting, propping etc and removal of form work for :- c)Lintels, beams, girders, bressumers and cantilevers etc.
8Centring and shuttering including strutting, propping etc and removal of form work for :- d)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
9Reinforcement of RCC work including bending, binding and placing in position complete. :- a)Cold twisted bars.
10Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SH:

2Excavation in decomposed or soft rock with or without blasting including disposal of the same lead upto 50 m and lift upto 1.50 m.

3Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m.

4Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

5Centring and shuttering including strutting, propping etc and removal of form work for :- a)Column, pillars, posts and struts etc.

6Centring and shuttering including strutting, propping etc and removal of form work for :- b)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc.

7Centring and shuttering including strutting, propping etc and removal of form work for :- c)Lintels, beams, girders, bressumers and cantilevers etc.

8Centring and shuttering including strutting, propping etc and removal of form work for :- d)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

9Reinforcement of RCC work including bending, binding and placing in position complete. :- a)Cold twisted bars.

10Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).