Arunachal

Financial Eval

Works

Civil Works

Construction of Boundary Wall and 03 Type-II Teacher Qtrs GRS Hiya in Kurung Kumey District.

Public Works Department

Hiya Kurung Kumey District | Kra Daadi, Arunachal Pradesh

Amount: ₹1.4 CrCloses: 24 Mar 2026Closed

Timeline

Published17 Mar 2026
Closed24 Mar 2026
Financial Evaluation24 Mar 2026
Award—

Bids

Item Rate

3 Bids24 Mar 2026

#	Company	Amount	Rank	Status
1	M/s Sha Enterprises L1₹1.1 CrAccepted-Finance	₹1.1 Cr	L1	Accepted-Finance as evaluated by the e-procurement site Arunachaltenders.co.in
2	Ms YARKUM AGENCY L2₹1.2 Cr+₹7.2 L (6.67%)Accepted-Finance	₹1.2 Cr+₹7.2 L (6.67%)	L2	Accepted-Finance as evaluated by the e-procurement site Arunachaltenders.co.in
3	M/s Aruna Enterprises L3₹1.4 Cr+₹35.6 L (32.9%)Accepted-Finance	₹1.4 Cr+₹35.6 L (32.9%)	L3	Accepted-Finance as evaluated by the e-procurement site Arunachaltenders.co.in

BoQ Comparative

Line Items (115)

Sl No	Description	Qty	Unit	Ms YARKUM AGENCY L2	M/s Sha Enterprises L1	M/s Aruna Enterprises L3
1.00SH:I-Building Portion
1.01	EARTH WORK Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m.	4,860	cum	292 ₹14,19,120	270 ₹13,12,200 Lowest	320 ₹15,55,200
1.02	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.	146.64	cum	442 ₹64,814.88	417 ₹61,148.88 Lowest	5,000 ₹7,33,200
1.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	49.71	cum	200 ₹9,942	189 ₹9,395.19 Lowest	3,500 ₹1,73,985
1.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	18.06	cum	1,079 ₹19,486.74	1,018 ₹18,385.08 Lowest	2,500 ₹45,150
1.05	Excavating trenches of required width for pipes,cables,etc including excavation for sockets and dressing of sides,ramming of bottom,depth upto 1.5 m,including getting out the excavated soil,and then returning the soil as required in layer not exceeding 20 m in depth,including consolidating each deposited layer by ramming,watering,etc and disposing of surplus excavated soil as directed,within a lead of 50 m. a) Pipes,cables etc exceeding 80 mm dia but not exceeding 300 mm dia	30	mtr	648 ₹19,440	612 ₹18,360 Lowest	7,500 ₹2,25,000
1.06	Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete(including carriage of stone for 5 km lead)	36.42	cum	1,771 ₹64,499.82	1,671 ₹60,857.82 Lowest	2,560 ₹93,235.2
1.07	C.C WORK Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in : (a) Foundations and plinth	24.3	cum	7,014 ₹1,70,440.2	6,617 ₹1,60,793.1	1,450 ₹35,235 Lowest
1.08	Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4(1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).	34.41	sqm	381 ₹13,110.21	360 ₹12,387.6 Lowest	5,400 ₹1,85,814
1.09	Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers	8.58	kg	321 ₹2,754.18	303 ₹2,599.74 Lowest	450 ₹3,861

Tender Value

₹1.4 Cr

EMD Value

₹1.4 L

Closing Date

24 Mar 2026, 12:20 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, Sangram division, PWD, A.P.

Address

O/o EE Sangram division, PWD, Kurung Kumey District, A.P

Work Description

Construction of Boundary Wall and 03 Type-II Teacher Qtrs GRS Hiya in Kurung Kumey District.

Tender Information

Tender ID

2026_PWDAP_3146_1

Reference Number

SGMD/e-NIT/W-44/2025-26/02

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Hiya Kurung Kumey District

Source Website

Subscribe to view

Eligibility / Pre-Qualification

EMD and Tender Fee

Documents Required

4 documents required · 4 mandatory

Fee

RequiredTender Processing Fee (.pdf)

PreQual/Technical

RequiredEMD (.pdf)

RequiredTechnical (.pdf)

Finance

RequiredBoQ/Finance (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

Executive Engineer, Sangram Division, PWD

EMD Fee Amount

₹1.4 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Mar 2026

Published

17 Mar 2026

Bid Opening

24 Mar 2026

Download Starts

17 Mar 2026

Download Ends

24 Mar 2026

Submission Starts

17 Mar 2026

Clarification Period

17 Mar 2026 - 21 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (115 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:I-Building Portion
1.01	EARTH WORK Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m.	-	cum	1.25	-
1.02	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.	1	cum	-	-
1.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	-	cum	100	-
1.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	1	cum	1	₹1
1.05	Excavating trenches of required width for pipes,cables,etc including excavation for sockets and dressing of sides,ramming of bottom,depth upto 1.5 m,including getting out the excavated soil,and then returning the soil as required in layer not exceeding 20 m in depth,including consolidating each deposited layer by ramming,watering,etc and disposing of surplus excavated soil as directed,within a lead of 50 m. a) Pipes,cables etc exceeding 80 mm dia but not exceeding 300 mm dia	-	mtr	10	-
1.06	Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete(including carriage of stone for 5 km lead)	-	cum	1	-
1.07	C.C WORK Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in : (a) Foundations and plinth	-	cum	53	-
1.08	Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4(1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).	1	sqm	22	₹21.98
1.09	Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers	-	kg	1	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.31 MB

Tendernotice_2.pdf

PDF • 5.93 MB

Work Item Documents

BOQ_3341.xls

BOQ • 0.47 MB

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Company

M/s Sha Enterprises

L1₹1.1 CrAccepted-Finance

Ms YARKUM AGENCY

L2₹1.2 Cr+₹7.2 L (6.67%)Accepted-Finance

M/s Aruna Enterprises

L3₹1.4 Cr+₹35.6 L (32.9%)Accepted-Finance

Sl No	Description	Qty	Unit	Ms YARKUM AGENCY L2	M/s Sha Enterprises L1	M/s Aruna Enterprises L3
1.00SH:I-Building Portion
1.01	EARTH WORK Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m.	4,860	cum	292 ₹14,19,120	270 ₹13,12,200 Lowest	320 ₹15,55,200
1.02	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.	146.64	cum	442 ₹64,814.88	417 ₹61,148.88 Lowest	5,000 ₹7,33,200
1.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	49.71	cum	200 ₹9,942	189 ₹9,395.19 Lowest	3,500 ₹1,73,985
1.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	18.06	cum	1,079 ₹19,486.74	1,018 ₹18,385.08 Lowest	2,500 ₹45,150
1.05	Excavating trenches of required width for pipes,cables,etc including excavation for sockets and dressing of sides,ramming of bottom,depth upto 1.5 m,including getting out the excavated soil,and then returning the soil as required in layer not exceeding 20 m in depth,including consolidating each deposited layer by ramming,watering,etc and disposing of surplus excavated soil as directed,within a lead of 50 m. a) Pipes,cables etc exceeding 80 mm dia but not exceeding 300 mm dia	30	mtr	648 ₹19,440	612 ₹18,360 Lowest	7,500 ₹2,25,000
1.06	Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete(including carriage of stone for 5 km lead)	36.42	cum	1,771 ₹64,499.82	1,671 ₹60,857.82 Lowest	2,560 ₹93,235.2
1.07	C.C WORK Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in : (a) Foundations and plinth	24.3	cum	7,014 ₹1,70,440.2	6,617 ₹1,60,793.1	1,450 ₹35,235 Lowest
1.08	Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4(1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).	34.41	sqm	381 ₹13,110.21	360 ₹12,387.6 Lowest	5,400 ₹1,85,814
1.09	Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers	8.58	kg	321 ₹2,754.18	303 ₹2,599.74 Lowest	450 ₹3,861

Sl No

Description

Qty

Unit

Ms YARKUM AGENCY

M/s Sha Enterprises

M/s Aruna Enterprises

1.00SH:I-Building Portion

1.01

EARTH WORK Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m.

4,860

cum

292

₹14,19,120

270

₹13,12,200

Lowest

320

₹15,55,200

1.02

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.

146.64

cum

442

₹64,814.88

417

₹61,148.88

Lowest

5,000

₹7,33,200

1.03

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

49.71

cum

200

₹9,942

189

₹9,395.19

Lowest

3,500

₹1,73,985

1.04

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

18.06

cum

1,079

₹19,486.74

1,018

₹18,385.08

Lowest

2,500

₹45,150

1.05

Excavating trenches of required width for pipes,cables,etc including excavation for sockets and dressing of sides,ramming of bottom,depth upto 1.5 m,including getting out the excavated soil,and then returning the soil as required in layer not exceeding 20 m in depth,including consolidating each deposited layer by ramming,watering,etc and disposing of surplus excavated soil as directed,within a lead of 50 m. a) Pipes,cables etc exceeding 80 mm dia but not exceeding 300 mm dia

mtr

648

₹19,440

612

₹18,360

Lowest

7,500

₹2,25,000

1.06

Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete(including carriage of stone for 5 km lead)

36.42

cum

1,771

₹64,499.82

1,671

₹60,857.82

Lowest

2,560

₹93,235.2

1.07

C.C WORK Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in : (a) Foundations and plinth

24.3

cum

7,014

₹1,70,440.2

6,617

₹1,60,793.1

1,450

₹35,235

Lowest

1.08

Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4(1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).

34.41

sqm

381

₹13,110.21

360

₹12,387.6

Lowest

5,400

₹1,85,814

1.09

Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers

8.58

321

₹2,754.18

303

₹2,599.74

Lowest

450

₹3,861

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:I-Building Portion
1.01	EARTH WORK Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m.	-	cum	1.25	-
1.02	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.	1	cum	-	-
1.03	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.	-	cum	100	-
1.04	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.	1	cum	1	₹1
1.05	Excavating trenches of required width for pipes,cables,etc including excavation for sockets and dressing of sides,ramming of bottom,depth upto 1.5 m,including getting out the excavated soil,and then returning the soil as required in layer not exceeding 20 m in depth,including consolidating each deposited layer by ramming,watering,etc and disposing of surplus excavated soil as directed,within a lead of 50 m. a) Pipes,cables etc exceeding 80 mm dia but not exceeding 300 mm dia	-	mtr	10	-
1.06	Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete(including carriage of stone for 5 km lead)	-	cum	1	-
1.07	C.C WORK Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in : (a) Foundations and plinth	-	cum	53	-
1.08	Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4(1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).	1	sqm	22	₹21.98
1.09	Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers	-	kg	1	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SH:I-Building Portion

1.01

cum

1.25

1.02

cum

1.03

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

cum

100

1.04

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

cum

₹1

1.05

mtr

1.06

Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete(including carriage of stone for 5 km lead)

cum

1.07

cum

1.08

Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4(1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).

sqm

₹21.98

1.09

Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers