Arunachal

Technical Eval

Works

Civil Works

Construction of Mishmi Museum-Cum-Cultural Study Centre at Tezu, Lohit District, A.P.

Urban Development and Housing

Tezu | Lohit, Arunachal Pradesh

Amount: Refer DocsCloses: 6 Apr 2026Closed

Timeline

Published25 Mar 2026
Closed6 Apr 2026
Technical Evaluation7 Apr 2026
Award—

Bids

2 Bids7 Apr 2026

#	Company	Status
1	M/S PARASURAM ENTERPRISES Accepted-Technical	Accepted-Technical Responsive
2	shri Athengsa Tamai Accepted-Technical	Accepted-Technical Responsive

Tender Value

Refer Docs

EMD Value

₹4.6 L

Closing Date

6 Apr 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o EE (UD), Deptt. of Urban Affairs, Tezu Division, Tezu

Work Description

Construction of Mishmi Museum-Cum-Cultural Study Centre at Tezu, Lohit District, A.P.

Tender Information

Tender ID

2026_APUDH_3311_1

Reference Number

CEUD/PLG/DR/DEP-76/2025-26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

Tezu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredTender fee and EMD with Receipt (.pdf)

RequiredSite Visit Report (.pdf)

RequiredMandatory document as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

EE (UD) Tezu

EMD Fee Amount

₹4.6 L

Important Dates

Last Activity

7 Apr 2026

Published

25 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

25 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

25 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1BUILDING PORTION
2Earth 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 in15 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.
3Providing and laying in foundations and plinth cement concrete 1 : 3: 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
4Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
5Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
6Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
7Reinforcement 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) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
8Reinforced cement concrete work in lintels, beams and bresumers 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 excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
9Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
10Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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 • 1.51 MB

Work Item Documents

BOQ_3507.xls

BOQ • 0.35 MB

NIT_MM_TZU.pdf

Tender Documents • 5.23 MB

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Company

M/S PARASURAM ENTERPRISES

Accepted-Technical

shri Athengsa Tamai

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1BUILDING PORTION
2Earth 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 in15 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.
3Providing and laying in foundations and plinth cement concrete 1 : 3: 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
4Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
5Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
6Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
7Reinforcement 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) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
8Reinforced cement concrete work in lintels, beams and bresumers 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 excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
9Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
10Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1BUILDING PORTION

2Earth 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 in15 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.

3Providing and laying in foundations and plinth cement concrete 1 : 3: 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

4Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

5Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

6Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.

7Reinforcement 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) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

8Reinforced cement concrete work in lintels, beams and bresumers 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 excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

9Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

10Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.