Kerala

AOC

Works

Civil Works - Buildings

GENERAL - Higher Secondary School Mangayil Maradu - Nava Kerala Sadass - Construction of School Building for Govt Vocational Higher Secondary School - Phase 2 -Composite Work

Public Works Department

Maradu Ernakulam | Ernakulam, Kerala

Amount: ₹5.9 CrCloses: 1 Apr 2026Closed

Timeline

Published13 Mar 2026
Closed1 Apr 2026
Technical Evaluation9 Jun 2026
Awarded17 Aug 2026

Bids

Percentage

4 Bids17 Aug 2026

#	Company	Amount	Rank	Status
1	REJI K V L1₹5.3 CrAccepted-AOC	₹5.3 Cr	L1	Accepted-AOC L1
2	P X Foundation L2₹5.8 Cr+₹44.4 L (8.33%)Rejected-AOC	₹5.8 Cr+₹44.4 L (8.33%)	L2	Rejected-AOC L2
3	MANSOOR J L3₹6.1 Cr+₹79.6 L (14.9%)Rejected-AOC	₹6.1 Cr+₹79.6 L (14.9%)	L3	Rejected-AOC L3
4	M M Kunju Muhammed L4₹6.2 Cr+₹83.0 L (15.6%)Rejected-AOC	₹6.2 Cr+₹83.0 L (15.6%)	L4	Rejected-AOC L4

Tender Value

₹5.9 Cr

EMD Value

₹2 L

Closing Date

1 Apr 2026, 11:30 amClosed

Tender Inviting Organisation

Name

The Superintending Engineer

Address

O/o The Superintending Engineer, PWD B C C Thrissur

Work Description

Construction of School Building for Govt. Vocational Higher Secondary School Mangayil Maradu - Phase 2

Tender Information

Tender ID

2026_PWD_846279_1

Reference Number

PWD/BLDG/TR/23781/2025_23_2_1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

540 days

Location

Maradu Ernakulam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents

Documents Required

18 documents required · 18 mandatory

Fee/PreQual/Technical

RequiredDuly filled and signed copy of Preliminary Agreement (.pdf)

RequiredDuly filled and signed copy of Affidavit (.pdf)

RequiredDuly filled and signed copy of Form of Tender (.pdf)

RequiredDuly filled and signed copy of requisition for e payment form (.pdf)

RequiredInstructions to the Bidders (.pdf)

RequiredValid GST Registration certificate. (.pdf)

RequiredDuly filled and signed copy of Integrity pact (.pdf)

RequiredBidder Valid Registration Certificate (.pdf)

RequiredDeclaration for Electrical work (.pdf)

RequiredUndertaking Electrical with License (.pdf)

RequiredUndertaking Electronics with License (.pdf)

RequiredUndertaking Fire Fighting with License (.pdf)

RequiredScanned Copy of Tender Fee Details (.pdf)

RequiredSigned copy of NIT . (.pdf)

RequiredDuly filled and signed SBD (.pdf)

RequiredMachinery Details (.pdf)

RequiredExperience certificate (Civil ,Electrical ,Electronics, Firefighting ) (.pdf)

Finance

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

O/o. Superintending Engineer, PWD B C C Thrissur

Important Dates

Last Activity

17 Aug 2026

Published

13 Mar 2026

Bid Opening

4 Apr 2026

Download Starts

13 Mar 2026

Download Ends

1 Apr 2026

Submission Starts

13 Mar 2026

Pre-Bid Meeting

21 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (195 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Estimate(Civil work)
1.001	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	0.2	cum	359.72	₹71.58
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	-	cum	257.63	-
1.003	OD274310/2025-2026:Providing MS sheet shoring to the side of the trenches using 6 mm thick steel plate 0.50m width stiffened on edge with 6 mm plate 100 mm width all around and 50 mm MS pipe welded at the longitudinal side of the steel plate driving down vertically to a minimum depth of 0.50m below the bottom level of the proposed excavation and 0.50 m above ground level and suitably braced by ISLB 125x75 mm on side and maintaining the shoring through the period of the construction and removing the same after back filling the area etc. complete as per the direction of engineer in chrage.	0.2	sqm	1,662.91	₹330.92
1.004	OD264609/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 (Excess/less cement used as per design mix not payable/recoverable seperately as per circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD. Concrete of M30 grade with minimum cement content of 340 kg /cum)of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles	-	metre	3,893.78	-
1.005	OD264613/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30((Excess/less cement used as per design mix not payable/recoverable separately as per circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD.Concrete of M30 grade with minimum cement content of 340 kg /cum) of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles	-	metre	2,891.08	-
1.006	20.6.1.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	-	per test	23,153.46	-
1.007	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	-	hour	345.54	-
1.008	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	1	kg	112.43	₹112.32
1.009	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	7,932.89	₹7,924.96

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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.

Tender Page Snapshot

details.html

html • 0.06 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.07 MB

Work Item Documents

BOQ_1429743.xls

BOQ • 0.60 MB

viewsbd.pdf

Tender Documents • 10.58 MB

Epay.pdf

Tender Documents • 0.09 MB

afdvt.pdf

Tender Documents • 0.03 MB

gst.pdf

Tender Documents • 0.10 MB

Preli.pdf

Tender Documents • 0.36 MB

underele.pdf

Tender Documents • 0.14 MB

firefight.pdf

Tender Documents • 0.16 MB

Electronics.pdf

Tender Documents • 0.15 MB

form.pdf

Tender Documents • 0.01 MB

Inte.pdf

Tender Documents • 0.08 MB

viewnit.pdf

Tender Documents • 0.05 MB

ITB.pdf

Tender Documents • 0.09 MB

Machin.pdf

Tender Documents • 0.11 MB

Ready to Participate?

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Company

REJI K V

L1₹5.3 CrAccepted-AOC

P X Foundation

L2₹5.8 Cr+₹44.4 L (8.33%)Rejected-AOC

MANSOOR J

L3₹6.1 Cr+₹79.6 L (14.9%)Rejected-AOC

M M Kunju Muhammed

L4₹6.2 Cr+₹83.0 L (15.6%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Estimate(Civil work)
1.001	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	0.2	cum	359.72	₹71.58
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	-	cum	257.63	-
1.003	OD274310/2025-2026:Providing MS sheet shoring to the side of the trenches using 6 mm thick steel plate 0.50m width stiffened on edge with 6 mm plate 100 mm width all around and 50 mm MS pipe welded at the longitudinal side of the steel plate driving down vertically to a minimum depth of 0.50m below the bottom level of the proposed excavation and 0.50 m above ground level and suitably braced by ISLB 125x75 mm on side and maintaining the shoring through the period of the construction and removing the same after back filling the area etc. complete as per the direction of engineer in chrage.	0.2	sqm	1,662.91	₹330.92
1.004	OD264609/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 (Excess/less cement used as per design mix not payable/recoverable seperately as per circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD. Concrete of M30 grade with minimum cement content of 340 kg /cum)of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles	-	metre	3,893.78	-
1.005	OD264613/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30((Excess/less cement used as per design mix not payable/recoverable separately as per circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD.Concrete of M30 grade with minimum cement content of 340 kg /cum) of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles	-	metre	2,891.08	-
1.006	20.6.1.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	-	per test	23,153.46	-
1.007	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	-	hour	345.54	-
1.008	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	1	kg	112.43	₹112.32
1.009	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	7,932.89	₹7,924.96

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Estimate(Civil work)

1.001

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

0.2

cum

359.72

₹71.58

1.002

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

cum

257.63

1.003

OD274310/2025-2026:Providing MS sheet shoring to the side of the trenches using 6 mm thick steel plate 0.50m width stiffened on edge with 6 mm plate 100 mm width all around and 50 mm MS pipe welded at the longitudinal side of the steel plate driving down vertically to a minimum depth of 0.50m below the bottom level of the proposed excavation and 0.50 m above ground level and suitably braced by ISLB 125x75 mm on side and maintaining the shoring through the period of the construction and removing the same after back filling the area etc. complete as per the direction of engineer in chrage.

0.2

sqm

1,662.91

₹330.92

1.004

OD264609/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 (Excess/less cement used as per design mix not payable/recoverable seperately as per circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD. Concrete of M30 grade with minimum cement content of 340 kg /cum)of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles

metre

3,893.78

1.005

OD264613/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30((Excess/less cement used as per design mix not payable/recoverable separately as per circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD.Concrete of M30 grade with minimum cement content of 340 kg /cum) of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles

metre

2,891.08

1.006

20.6.1.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)

per test

23,153.46

1.007

50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

hour

345.54

1.008

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

112.43

₹112.32

1.009

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

7,932.89

₹7,924.96