Maharashtra

AOC

Works

Civil Works - Buildings

Construction of upgradation of 30 bedded Rural hospital to 100 bedded Sub District Hospital At. Jamkhed Dist. Ahmednagar

2 new corrigendums available.

Public Works Region

AT JAMKHED DIST AHMEDNAGAR | Ahmednagar, Maharashtra

Amount: ₹40.4 CrCloses: 27 Apr 202221 Apr 2022Closed

Timeline

Published28 Mar 2022
Closed27 Apr 2022
Technical Evaluation31 May 2022
Awarded5 Aug 2022

Bids

4 Bids5 Aug 2022

#	Company	Amount	Rank	Status
1	K H CONSTRUCTION l1₹42.4 CrAccepted-AOC	₹42.4 Cr Quoted ₹45.3 Cr	l1	Accepted-AOC Ist lowest Accept
2	Harsh Constructions Pvt Ltd L2₹46.0 Cr+₹75.9 L (1.68%)Rejected-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 \| NASHIK \| NASHIK \| MAHARASHTRA \| 422005	₹46.0 Cr+₹75.9 L (1.68%)	L2	Rejected-Finance l2
3	M/s. Baba Construction, Aurangabad Rejected-Technical	-	-	Rejected-Technical Sr doc no 49 are not clear
4	OMKAR CONSTRUCTION Rejected-Technical OFFICE NO 515 PLOT NO 194 NMS ICON SECTOR 19 ULWE NAVI MUMBAI MAHARASHTRA 410206 \| NAVI MUMBAI \| THANE \| MAHARASHTRA \| 410206	-	-	Rejected-Technical Sr doc no 49 are not clear

Corrigenda

Corrigendum

2 updatesLatest on 20 Apr 2022Submission Ends:21 Apr 202227 Apr 2022

Date changes

Download Ends21 Apr 202227 Apr 2022Submission Ends21 Apr 202227 Apr 2022Bid Opening25 Apr 202228 Apr 2022

Tender Value

₹40.4 Cr

EMD Value

₹20.2 L

Closing Date

27 Apr 2022, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engr.P.W.Division Ahmednagar

Address

Office Of Executive Engr.P.W.Division Ahmednagar

Work Description

Construction of upgradation of 30 bedded Rural hospital to 100 bedded Sub District Hospital At. Jamkhed Dist. Ahmednagar

Tender Information

Tender ID

2022_PWR_784999_2

Reference Number

E TENDER NOTICE NO 57/2021-22

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

730 days

Location

AT JAMKHED DIST AHMEDNAGAR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredAS PER NIT (.pdf)

RequiredAS PER NIT 1 (.pdf)

RequiredAS PER NIT 2 (.pdf)

RequiredAS PER NIT 3 (.pdf)

RequiredAS PER NIT 4 (.pdf)

RequiredAS PER NIT 5 (.pdf)

Finance

RequiredBOQ (.xls)

RequiredOID (.pdf)

Fee & Financial Details

Tender Fee Amount

₹3,540

EMD Fee Amount

₹20.2 L

Pre-Bid Meeting

Meeting Place

Chief Engineer.P.W.Region Office, Bandhkam Bhavan,

Important Dates

Last Activity

5 Aug 2022

Published

28 Mar 2022

Bid Opening

28 Apr 2022

Download Starts

28 Mar 2022

Download Ends

27 Apr 2022

Submission Starts

28 Mar 2022

Pre-Bid Meeting

12 Apr 2022

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (734 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift upto 1.5 metre) By Mechanical Means	4,595.43	Cubic Metre	-	-
2	Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift from 1.5 metre to 3.0metre) By Mechanical Means	344	Cubic Metre	-	-
3	Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift upto 1.50 metre) By Mechanical Means	1,120.83	Cubic Metre	-	-
4	Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift from 1.5 to 3.0 metre.) By Mechanical Means	113	Cubic Metre	-	-
5	Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift upto 1.5 metre) By Mechanical Means	113	Cubic Metre	-	-
6	Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift from 1.5 metre to 3.0 metre) By Mechanical Means	113	Cubic Metre	-	-
7	Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etcetera complete (lift upto 1.5metre) By Mechanical Means	706.12	Cubic Metre	-	-
8	Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etcetera including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etcetera complete. (Lift upto 1.5 metre). By Mechanical Means	512.94	Cubic Metre	-	-
9	Providing preconstructional antitermite treatment as per Indian standard 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper.	3,998.92	Square Metre	-	-
10	Providing preconstructional antitermite treatment as per Indain standard 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.	6,804.82	Square Metre	-	-

Stage Documents

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

Award of Contract

aoc.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

BOQ Documents

BOQ_1350856.xls

BOQ Document • 0.73 MB

Work Item Documents

95179582.pdf

Tender Document • 0.67 MB

FINAL.JAMKHED.pdf

Tender Document • 5.45 MB

Drawing.Jamkhed.pdf

Tender Document • 9.72 MB

95179591.html

Tender Document • 0.03 MB

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Company

K H CONSTRUCTION

l1₹42.4 CrAccepted-AOC

Harsh Constructions Pvt Ltd

L2₹46.0 Cr+₹75.9 L (1.68%)Rejected-Finance

401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005

M/s. Baba Construction, Aurangabad

Rejected-Technical

OMKAR CONSTRUCTION

Rejected-Technical

OFFICE NO 515 PLOT NO 194 NMS ICON SECTOR 19 ULWE NAVI MUMBAI MAHARASHTRA 410206 | NAVI MUMBAI | THANE | MAHARASHTRA | 410206

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift upto 1.5 metre) By Mechanical Means

4,595.43

Cubic Metre

Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift from 1.5 metre to 3.0metre) By Mechanical Means

344

Cubic Metre

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift upto 1.50 metre) By Mechanical Means

1,120.83

Cubic Metre

Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift from 1.5 to 3.0 metre.) By Mechanical Means

113

Cubic Metre

Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift upto 1.5 metre) By Mechanical Means

113

Cubic Metre

Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etcetera complete. (Lift from 1.5 metre to 3.0 metre) By Mechanical Means

113

Cubic Metre

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etcetera complete (lift upto 1.5metre) By Mechanical Means

706.12

Cubic Metre

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etcetera including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etcetera complete. (Lift upto 1.5 metre). By Mechanical Means

512.94

Cubic Metre

Providing preconstructional antitermite treatment as per Indian standard 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper.

3,998.92

Square Metre

Providing preconstructional antitermite treatment as per Indain standard 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.

6,804.82

Square Metre