Arunachal

Financial BO

Works

Civil Works

C/o Community Hall under VVP Scheme under Parsi Parlo CD Block

Rural Development Department

Parsi Parlo | Kra Daadi, Arunachal Pradesh

Amount: ₹5.0 CrCloses: 3 Apr 20261 Apr 2026Closed

Timeline

Published27 Mar 2026
Closed3 Apr 2026
Technical Evaluation17 Jun 2026
Financial Evaluation18 Jun 2026
Award—

Bids

Item Rate

5 Bids18 Jun 2026

#	Company	Amount	Rank	Status
1	M/S D H ENTERPRISE L1₹4.5 CrAdmitted-Finance	₹4.5 Cr	L1	Admitted-Finance
2	M/s G T Enterprises L2₹5.0 Cr+₹49.9 L (11.1%)Admitted-Finance	₹5.0 Cr+₹49.9 L (11.1%)	L2	Admitted-Finance
3	M/s L. T. Enterprises Rejected-Technical	-	-	Rejected-Technical Tax exemption/declaration of no objection not submitted
4	M/s Nana Enterprise Rejected-Technical	-	-	Rejected-Technical EMD not submitted
5	MS ATU APA DEVELOPERS Rejected-Technical	-	-	Rejected-Technical Declaration of bidders not submitted, Non litigation/police varification Certificate not Submitted.

BoQ Comparative

Line Items (294)

Sl No	Description	Qty	Unit	M/S D H ENTERPRISE L1	M/s G T Enterprises L2
1.001. SH: Community hall at Leneriang village
2.00Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly
3.00	a) Hard Soil - 40 %	6,081.6	Cum	25 ₹1,52,040 Lowest	31.5 ₹1,91,570.4
4.00	b) Hard Soil - 60 %	9,122.4	Cum	35 ₹3,19,284 Lowest	43 ₹3,92,263.2
5.00	Earth 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.	98.42	Cum	279.48 ₹27,506.42 Lowest	379.48 ₹37,348.42
6.00	Providing 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.	27.52	Cum	5,549.01 ₹1,52,708.76 Lowest	5,851.01 ₹1,61,019.8
7.00	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.	3,030.85	Kg	97.06 ₹2,94,174.3 Lowest	117.07 ₹3,54,821.61
8.00Centring and shuttering including strutting proping etc. and removal of form work for:
9.00	a) Foundations and plinth.	112.33	Sqm	498.2 ₹55,962.81 Lowest	507.19 ₹56,972.65
10.00	c) Columns, pillars and piers.	141.12	Sqm	801.9 ₹1,13,164.13 Lowest	878.81 ₹1,24,017.67

Corrigenda

Corrigendum

6 updatesLatest on 1 Apr 2026Submission Ends:1 Apr 20263 Apr 2026

Date changes

Download Ends1 Apr 20263 Apr 2026Submission Ends1 Apr 20263 Apr 2026Bid Opening2 Apr 20266 Apr 2026

Tender Value

₹5.0 Cr

EMD Value

₹5.0 L

Closing Date

3 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Block development Officer Parsi Parlo

Address

Block Development Officer CD Block Parsi Parlo Kurung Kumey District, Arunachal Pradesh.

Work Description

C/o Community Hall under VVP Scheme under Parsi Parlo CD Block

Tender Information

Tender ID

2026_DRDAP_3345_1

Reference Number

PP/VVP/NIT/2026-27/01

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Parsi Parlo

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredTender Fee (.pdf)

RequiredEMD (.pdf)

RequiredAll mandatory documents as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

BDO, CD Block, Parsi Parlo, RD, Parsi Parlo

EMD Fee Amount

₹5.0 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Jun 2026

Published

27 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

27 Mar 2026

Download Ends

3 Apr 2026

Submission Starts

27 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
11. SH: Community hall at Leneriang village
2Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly
3	a) Hard Soil - 40 %	6,081.6	Cum	-	-
4	b) Hard Soil - 60 %	9,122.4	Cum	-	-
5Earth 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.
6Providing 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.
7Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.
8Centring and shuttering including strutting proping etc. and removal of form work for:
9a) Foundations and plinth.
10c) Columns, pillars and piers.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.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

NIT Documents

Tendernotice_1.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_3541.xls

BOQ • 0.53 MB

Tenderdocuments.pdf

Tender Documents • 1.52 MB

Corrigendum Documents

TenderNotice.pdf

PDF • 0.11 MB

Communitydate.pdf

PDF • 0.10 MB

communityHallsbd.pdf

PDF • 0.12 MB

Corrigendum-II.pdf

PDF • 0.07 MB

ExtensionCorrigendum.pdf

PDF • 0.09 MB

Corrigendum-I.pdf

PDF • 0.08 MB

Ready to Participate?

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Company

M/S D H ENTERPRISE

L1₹4.5 CrAdmitted-Finance

M/s G T Enterprises

L2₹5.0 Cr+₹49.9 L (11.1%)Admitted-Finance

M/s L. T. Enterprises

Rejected-Technical

M/s Nana Enterprise

Rejected-Technical

MS ATU APA DEVELOPERS

Rejected-Technical

Sl No	Description	Qty	Unit	M/S D H ENTERPRISE L1	M/s G T Enterprises L2
1.001. SH: Community hall at Leneriang village
2.00Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly
3.00	a) Hard Soil - 40 %	6,081.6	Cum	25 ₹1,52,040 Lowest	31.5 ₹1,91,570.4
4.00	b) Hard Soil - 60 %	9,122.4	Cum	35 ₹3,19,284 Lowest	43 ₹3,92,263.2
5.00	Earth 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.	98.42	Cum	279.48 ₹27,506.42 Lowest	379.48 ₹37,348.42
6.00	Providing 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.	27.52	Cum	5,549.01 ₹1,52,708.76 Lowest	5,851.01 ₹1,61,019.8
7.00	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.	3,030.85	Kg	97.06 ₹2,94,174.3 Lowest	117.07 ₹3,54,821.61
8.00Centring and shuttering including strutting proping etc. and removal of form work for:
9.00	a) Foundations and plinth.	112.33	Sqm	498.2 ₹55,962.81 Lowest	507.19 ₹56,972.65
10.00	c) Columns, pillars and piers.	141.12	Sqm	801.9 ₹1,13,164.13 Lowest	878.81 ₹1,24,017.67

Sl No

Description

Qty

Unit

M/S D H ENTERPRISE

M/s G T Enterprises

1.001. SH: Community hall at Leneriang village

2.00Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly

3.00

a) Hard Soil - 40 %

6,081.6

Cum

₹1,52,040

Lowest

31.5

₹1,91,570.4

4.00

b) Hard Soil - 60 %

9,122.4

Cum

₹3,19,284

Lowest

₹3,92,263.2

5.00

Earth 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.

98.42

Cum

279.48

₹27,506.42

Lowest

379.48

₹37,348.42

6.00

Providing 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.

27.52

Cum

5,549.01

₹1,52,708.76

Lowest

5,851.01

₹1,61,019.8

7.00

Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.

3,030.85

97.06

₹2,94,174.3

Lowest

117.07

₹3,54,821.61

8.00Centring and shuttering including strutting proping etc. and removal of form work for:

9.00

a) Foundations and plinth.

112.33

Sqm

498.2

₹55,962.81

Lowest

507.19

₹56,972.65

10.00

c) Columns, pillars and piers.

141.12

Sqm

801.9

₹1,13,164.13

Lowest

878.81

₹1,24,017.67

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
11. SH: Community hall at Leneriang village
2Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly
3	a) Hard Soil - 40 %	6,081.6	Cum	-	-
4	b) Hard Soil - 60 %	9,122.4	Cum	-	-
5Earth 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.
6Providing 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.
7Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.
8Centring and shuttering including strutting proping etc. and removal of form work for:
9a) Foundations and plinth.
10c) Columns, pillars and piers.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

11. SH: Community hall at Leneriang village

2Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly

a) Hard Soil - 40 %

6,081.6

Cum

b) Hard Soil - 60 %

9,122.4

Cum

5Earth 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.

6Providing 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.

7Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.

8Centring and shuttering including strutting proping etc. and removal of form work for:

9a) Foundations and plinth.

10c) Columns, pillars and piers.