Arunachal

Financial Eval

Works

Civil Works

C/o infrastructure Development at KGBV Tali.

Public Works Department

Kra Daadi, Arunachal Pradesh

Amount: Refer DocsCloses: 23 Mar 2026Closed

Timeline

Published17 Mar 2026
Closed23 Mar 2026
Technical Evaluation27 Mar 2026
Financial Evaluation16 Apr 2026
Award—

Bids

Item Rate

3 Bids16 Apr 2026

#	Company	Amount	Rank	Status
1	MS LRR ENTERPRISE L1₹2.3 CrAccepted-Finance	₹2.3 Cr	L1	Accepted-Finance Lowest Bid
2	M/s Lindum Taying L2₹2.3 Cr+₹17,698.88 (0.08%)Accepted-Finance	₹2.3 Cr+₹17,698.88 (0.08%)	L2	Accepted-Finance Higher Bid
3	Ms GA Enterprise Not Admitted-Fee/PreQual/Technical/Finance	-	-	Not Admitted-Fee/PreQual/Technical/Finance Others-EMD not submitted

BoQ Comparative

Line Items (118)

Sl No	Description	Qty	Unit	MS LRR ENTERPRISE L1	M/s Lindum Taying L2
1.00SH:- 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.	7,141.6	Cum	316 ₹22,56,745.6 Lowest	316 ₹22,56,745.6 Lowest
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.)	12,160.02	Cum	450 ₹54,72,009 Lowest	450 ₹54,72,009 Lowest
2.00SH:- SCHOOL BUILDING a) Building
2.01	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.	291.43	Cum	545.82 ₹1,59,068.32 Lowest	545.82 ₹1,59,068.32 Lowest
2.02	Dry rubble Flooring	101.34	Cum	4,125 ₹4,18,027.5 Lowest	4,125 ₹4,18,027.5 Lowest
2.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	291.43	Cum	247.4 ₹72,099.78 Lowest	247.4 ₹72,099.78 Lowest
2.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	60.43	Cum	1,331.22 ₹80,445.62 Lowest	1,331.22 ₹80,445.62 Lowest
2.05	Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth	67.46	Cum	8,648.24 ₹5,83,410.27 Lowest	8,648.24 ₹5,83,410.27 Lowest
2.06	Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).	41.57	Sqm	594 ₹24,692.58 Lowest	594 ₹24,692.58 Lowest

Tender Value

Refer Docs

EMD Value

₹2.3 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 KGBV Tali.

Tender Information

Tender ID

2026_PWDAP_3166_1

Reference Number

TD/W-12/EDN/2025-26/03

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

₹2.3 L

Important Dates

Last Activity

16 Apr 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 (135 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.	7,141.6	Cum	1.25	₹8,927
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.)	12,160.02	Cum	-	-
2SH:- SCHOOL BUILDING a) Building
2.01	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.	291.43	Cum	100	₹29,143
2.02	Dry rubble Flooring	101.34	Cum	53	₹5,371.02
2.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	291.43	Cum	10	₹2,914.3
2.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	60.43	Cum	11	₹664.73
2.05	Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth	67.46	Cum	1.25	₹84.32
2.06	Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).	41.57	Sqm	-	-

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_3364.pdf

PDF

boq_comp_chart.xlsx

xlsx

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

SBD_KGBV.pdf

Tender Documents • 1.32 MB

BOQ_3364.xls

BOQ • 0.39 MB

Drawing.rar

Additional Documents • 4.20 MB

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Company

MS LRR ENTERPRISE

L1₹2.3 CrAccepted-Finance

M/s Lindum Taying

L2₹2.3 Cr+₹17,698.88 (0.08%)Accepted-Finance

Ms GA Enterprise

Not Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	MS LRR ENTERPRISE L1	M/s Lindum Taying L2
1.00SH:- 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.	7,141.6	Cum	316 ₹22,56,745.6 Lowest	316 ₹22,56,745.6 Lowest
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.)	12,160.02	Cum	450 ₹54,72,009 Lowest	450 ₹54,72,009 Lowest
2.00SH:- SCHOOL BUILDING a) Building
2.01	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.	291.43	Cum	545.82 ₹1,59,068.32 Lowest	545.82 ₹1,59,068.32 Lowest
2.02	Dry rubble Flooring	101.34	Cum	4,125 ₹4,18,027.5 Lowest	4,125 ₹4,18,027.5 Lowest
2.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	291.43	Cum	247.4 ₹72,099.78 Lowest	247.4 ₹72,099.78 Lowest
2.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	60.43	Cum	1,331.22 ₹80,445.62 Lowest	1,331.22 ₹80,445.62 Lowest
2.05	Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth	67.46	Cum	8,648.24 ₹5,83,410.27 Lowest	8,648.24 ₹5,83,410.27 Lowest
2.06	Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).	41.57	Sqm	594 ₹24,692.58 Lowest	594 ₹24,692.58 Lowest

Sl No

Description

Qty

Unit

MS LRR ENTERPRISE

M/s Lindum Taying

1.00SH:- 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.

7,141.6

Cum

316

₹22,56,745.6

Lowest

316

₹22,56,745.6

Lowest

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.)

12,160.02

Cum

450

₹54,72,009

Lowest

450

₹54,72,009

Lowest

2.00SH:- SCHOOL BUILDING a) Building

2.01

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.

291.43

Cum

545.82

₹1,59,068.32

Lowest

545.82

₹1,59,068.32

Lowest

2.02

Dry rubble Flooring

101.34

Cum

4,125

₹4,18,027.5

Lowest

4,125

₹4,18,027.5

Lowest

2.03

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

291.43

Cum

247.4

₹72,099.78

Lowest

247.4

₹72,099.78

Lowest

2.04

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

60.43

Cum

1,331.22

₹80,445.62

Lowest

1,331.22

₹80,445.62

Lowest

2.05

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

67.46

Cum

8,648.24

₹5,83,410.27

Lowest

8,648.24

₹5,83,410.27

Lowest

2.06

Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

41.57

Sqm

594

₹24,692.58

Lowest

594

₹24,692.58

Lowest

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.	7,141.6	Cum	1.25	₹8,927
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.)	12,160.02	Cum	-	-
2SH:- SCHOOL BUILDING a) Building
2.01	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.	291.43	Cum	100	₹29,143
2.02	Dry rubble Flooring	101.34	Cum	53	₹5,371.02
2.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	291.43	Cum	10	₹2,914.3
2.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	60.43	Cum	11	₹664.73
2.05	Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth	67.46	Cum	1.25	₹84.32
2.06	Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).	41.57	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SH:- LAND DEVELOPMENT FOR PLAY GROUND

1.01

7,141.6

Cum

1.25

₹8,927

1.02

12,160.02

Cum

2SH:- SCHOOL BUILDING a) Building

2.01

291.43

Cum

100

₹29,143

2.02

Dry rubble Flooring

101.34

Cum

₹5,371.02

2.03

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

291.43

Cum

₹2,914.3

2.04

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

60.43

Cum

₹664.73

2.05

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

67.46

Cum

1.25

₹84.32

2.06

Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

41.57

Sqm