Arunachal

Financial Eval

Works

Civil Works

C/o Renovation of Helipad at SDO Pipsorang HQ Kolang including re-carpeting, Security fencing, Side Drain and Extension.

Public Works Department

Kra Daadi, Arunachal Pradesh

Amount: Refer DocsCloses: 30 Mar 2026Closed

Timeline

Published24 Mar 2026
Closed30 Mar 2026
Financial Evaluation30 Mar 2026
Award—

Bids

Item Rate

2 Bids30 Mar 2026

#	Company	Amount	Rank	Status
1	M/s Eha Enterprises L1₹1.7 CrAccepted-Finance	₹1.7 Cr	L1	Accepted-Finance Lowest Bidder
2	M/s Zara Enterprises L2₹1.8 Cr+₹7.5 L (4.44%)Accepted-Finance	₹1.8 Cr+₹7.5 L (4.44%)	L2	Accepted-Finance Second Lowest Bidder

BoQ Comparative

Line Items (17)

Sl No	Description	Qty	Unit	M/s Eha Enterprises L1	M/s Zara Enterprises L2
1.00SH; Launching Pad
1.01	Sub Grade & GSB	-	-	-	-
1.02	Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)	2,916	Sq.m.	650 ₹18,95,400 Lowest	650 ₹18,95,400 Lowest
1.03By Mix in Place Method (Construction of granular sub- base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
1.04	(I) for grading- I Material	364.5	Cum.	8,400 ₹30,61,800 Lowest	8,400 ₹30,61,800 Lowest
2.00C.C Pavement
2.01Centring and shuttering including strutting, propping etc and removal of form work for :
2.02	b) Walls including attached buttresses, pilasters, etc.	1,020.6	Sqm	1,111.35 ₹11,34,243.81 Lowest	1,111.35 ₹11,34,243.81 Lowest
2.03	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.	291.6	cum	6,936.38 ₹20,22,648.41 Lowest	6,936.38 ₹20,22,648.41 Lowest
2.04	Providing and laying sand cushioning	29.16	cum	1,336.27 ₹38,965.63 Lowest	1,336.27 ₹38,965.63 Lowest

Corrigenda

Corrigendum

1 updatesLatest on 27 Mar 2026

Tender Value

Refer Docs

EMD Value

₹1.8 L

Closing Date

30 Mar 2026, 11:35 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of the EE, PWD, Tali Division

Work Description

C/o Renovation of Helipad at SDO Pipsorang HQ Kolang including re-carpeting, Security fencing, Side Drain and Extension.

Tender Information

Tender ID

2026_PWDAP_3307_1

Reference Number

TD/W-12/DCA/2025-26/ 08

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

547 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

RequiredTender Fee and EMD with receipt (.pdf)

RequiredAll the mandatory documents as per NIT (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

EE, PWD, Tali Division

EMD Fee Amount

₹1.8 L

Important Dates

Last Activity

30 Mar 2026

Published

24 Mar 2026

Bid Opening

30 Mar 2026

Download Starts

24 Mar 2026

Download Ends

30 Mar 2026

Submission Starts

24 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH; Launching Pad
1.01	Sub Grade & GSB	-	-	1.25	-
1.02	Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)	-	Sq.m.	-	-
1.03	By Mix in Place Method (Construction of granular sub- base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)	-	-	-	-
1.04	(I) for grading- I Material	-	Cum.	-	-
2C.C Pavement
2.01	Centring and shuttering including strutting, propping etc and removal of form work for :	-	-	-	-
2.02	b) Walls including attached buttresses, pilasters, etc.	-	Sqm	-	-
2.03	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.	-	cum	-	-
2.04	Providing and laying sand cushioning	-	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_3502.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 • 0.29 MB

Work Item Documents

NIT.pdf

Tender Documents • 4.52 MB

BOQ_3502.xls

BOQ • 0.40 MB

Corrigendum Documents

Corrigendum1.pdf

PDF • 0.29 MB

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Company

M/s Eha Enterprises

L1₹1.7 CrAccepted-Finance

M/s Zara Enterprises

L2₹1.8 Cr+₹7.5 L (4.44%)Accepted-Finance

Sl No	Description	Qty	Unit	M/s Eha Enterprises L1	M/s Zara Enterprises L2
1.00SH; Launching Pad
1.01	Sub Grade & GSB	-	-	-	-
1.02	Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)	2,916	Sq.m.	650 ₹18,95,400 Lowest	650 ₹18,95,400 Lowest
1.03By Mix in Place Method (Construction of granular sub- base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
1.04	(I) for grading- I Material	364.5	Cum.	8,400 ₹30,61,800 Lowest	8,400 ₹30,61,800 Lowest
2.00C.C Pavement
2.01Centring and shuttering including strutting, propping etc and removal of form work for :
2.02	b) Walls including attached buttresses, pilasters, etc.	1,020.6	Sqm	1,111.35 ₹11,34,243.81 Lowest	1,111.35 ₹11,34,243.81 Lowest
2.03	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.	291.6	cum	6,936.38 ₹20,22,648.41 Lowest	6,936.38 ₹20,22,648.41 Lowest
2.04	Providing and laying sand cushioning	29.16	cum	1,336.27 ₹38,965.63 Lowest	1,336.27 ₹38,965.63 Lowest

Sl No

Description

Qty

Unit

M/s Eha Enterprises

M/s Zara Enterprises

1.00SH; Launching Pad

1.01

Sub Grade & GSB

1.02

Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

2,916

Sq.m.

650

₹18,95,400

Lowest

650

₹18,95,400

Lowest

1.03By Mix in Place Method (Construction of granular sub- base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)

1.04

(I) for grading- I Material

364.5

Cum.

8,400

₹30,61,800

Lowest

8,400

₹30,61,800

Lowest

2.00C.C Pavement

2.01Centring and shuttering including strutting, propping etc and removal of form work for :

2.02

b) Walls including attached buttresses, pilasters, etc.

1,020.6

Sqm

1,111.35

₹11,34,243.81

Lowest

1,111.35

₹11,34,243.81

Lowest

2.03

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

291.6

cum

6,936.38

₹20,22,648.41

Lowest

6,936.38

₹20,22,648.41

Lowest

2.04

Providing and laying sand cushioning

29.16

cum

1,336.27

₹38,965.63

Lowest

1,336.27

₹38,965.63

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH; Launching Pad
1.01	Sub Grade & GSB	-	-	1.25	-
1.02	Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)	-	Sq.m.	-	-
1.03	By Mix in Place Method (Construction of granular sub- base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)	-	-	-	-
1.04	(I) for grading- I Material	-	Cum.	-	-
2C.C Pavement
2.01	Centring and shuttering including strutting, propping etc and removal of form work for :	-	-	-	-
2.02	b) Walls including attached buttresses, pilasters, etc.	-	Sqm	-	-
2.03	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.	-	cum	-	-
2.04	Providing and laying sand cushioning	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SH; Launching Pad

1.01

Sub Grade & GSB

1.25

1.02

Sq.m.

1.03

By Mix in Place Method (Construction of granular sub- base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)

1.04

(I) for grading- I Material

Cum.

2C.C Pavement

2.01

Centring and shuttering including strutting, propping etc and removal of form work for :

2.02

b) Walls including attached buttresses, pilasters, etc.

Sqm

2.03

cum

2.04

Providing and laying sand cushioning

cum