Kerala

Financial Eval

Works

Civil Works - Buildings

GENERAL-CONSTRUCTION OF PONMUNDAM H.S.S-PHASE 2- Budget work 2025-26- Construction of school building and Auditorium for Government Higher Secondary School, Ponmundam, Tanur, Malappuram-Composite Work

Public Works Department

Ponmundam, Tirur | Malappuram, Kerala

Amount: ₹2.1 CrCloses: 23 Sept 2026Closed

Timeline

Published9 Sept 2026
Closed23 Sept 2026
Technical Evaluation6 Oct 2026
Financial Evaluation6 Oct 2026
Award—

Bids

Percentage

2 Bids6 Oct 2026

#	Company	Amount	Rank	Status
1	HM CONSTRUCTION COMPANY L1₹1.8 CrAccepted-Finance	₹1.8 Cr	L1	Accepted-Finance LOWEST
2	RAFEEQUE V.P. L2₹1.8 Cr+₹2.9 L (1.59%)Accepted-Finance 1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM \| MARPADI \| MALAPPURAM \| KERALA	₹1.8 Cr+₹2.9 L (1.59%)	L2	Accepted-Finance 2nd lowest

Tender Value

₹2.1 Cr

EMD Value

₹1 L

Closing Date

23 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o the Superintending Engineer PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812

Work Description

Construction of a new building for additional class rooms for L.P School block with RCC framed structure GF and FF. Also H.S.S building of RCC framed structure GF and FF, with Lab and auditorium.

Tender Information

Tender ID

2026_PWD_868479_1

Reference Number

PWD/BLDG/TR/15658/2025_23_2_1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

365 days

Location

Ponmundam, Tirur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Bid submission letter as per item no-1 Part-VI(Form of Tender) (.pdf)

RequiredScanned copy of Integrity pact certificate as per item no-3 PartVI (.pdf)

RequiredScanned copy of Affidavit as per item no-4 Part- VI (.pdf)

RequiredStandard Bid Document with NIT(Technical document)(less than 3MB) (.pdf)

RequiredScanned copy of preliminary agreement (less than 1MB) (.pdf)

RequiredScanned copy of Requisition for e-payment as per item no-6 PartVII(less than 1MB) (.pdf)

RequiredScanned copy of GST registration any other relevant document if required for tender approval(1MB) (.pdf)

RequiredScanned copy of EMD exemption document if any.(less than 1MB) (.pdf)

RequiredScanned copy of challan and invoice of GST part of tender fee(less than 1MB) (.pdf)

RequiredScanned copy of Bid security remittence and Bid submission fee remittence(less than 1MB) (.pdf)

RequiredSigned copy of MoU b/w Elecl/Ele.nics/Fire/Lift Contractor with Civil Contr. in stamp paper Rs.200/- (.pdf)

RequiredBOQ(Tender schedule). (.xls)

RequiredSelf attested license copy of Civil/Electrical/Electronics/Fire Contractor (.pdf)

Fee & Financial Details

Tender Fee Amount

₹8,270

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

9 Sept 2026

Bid Opening

25 Sept 2026

Download Starts

9 Sept 2026

Download Ends

23 Sept 2026

Submission Starts

9 Sept 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 (169 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Works(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	167.25	cum	330.41	₹55,261.07
1.002	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	40.36	cum	292.52	₹11,804.64
1.003	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	67.24	cum	669.95	₹45,050.12
1.004	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)	38.76	cum	7,286.51	₹2,82,395.98
1.005	2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20%	92	Litre	231.41	₹21,289.72
1.006	2.35.3.1:Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration	135.56	sqm	295.03	₹39,992.79
1.007	4.17:Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	36.5	sqm	785.16	₹28,658.34
1.008	OD345981/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work upto plinth level	82.47	cum	10,002.27	₹8,24,837.2
1.009	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	21,148.93	kilogram	103.26	₹21,83,838.51

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_1470867.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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.18 MB

Work Item Documents

notice.pdf

Tender Documents • 0.16 MB

sbdf_compressed.pdf

Tender Documents • 1.47 MB

BOQ_1470867.xls

BOQ • 0.56 MB

MOUelectrical.pdf

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Company

HM CONSTRUCTION COMPANY

L1₹1.8 CrAccepted-Finance

RAFEEQUE V.P.

L2₹1.8 Cr+₹2.9 L (1.59%)Accepted-Finance

1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM | MARPADI | MALAPPURAM | KERALA

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Works(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	167.25	cum	330.41	₹55,261.07
1.002	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	40.36	cum	292.52	₹11,804.64
1.003	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	67.24	cum	669.95	₹45,050.12
1.004	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)	38.76	cum	7,286.51	₹2,82,395.98
1.005	2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20%	92	Litre	231.41	₹21,289.72
1.006	2.35.3.1:Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration	135.56	sqm	295.03	₹39,992.79
1.007	4.17:Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	36.5	sqm	785.16	₹28,658.34
1.008	OD345981/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work upto plinth level	82.47	cum	10,002.27	₹8,24,837.2
1.009	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	21,148.93	kilogram	103.26	₹21,83,838.51

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Civil Works(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

167.25

cum

330.41

₹55,261.07

1.002

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

40.36

cum

292.52

₹11,804.64

1.003

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

67.24

cum

669.95

₹45,050.12

1.004

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)

38.76

cum

7,286.51

₹2,82,395.98

1.005

2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20%

Litre

231.41

₹21,289.72

1.006

2.35.3.1:Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

135.56

sqm

295.03

₹39,992.79

1.007

4.17:Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

36.5

sqm

785.16

₹28,658.34

1.008

OD345981/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work upto plinth level

82.47

cum

10,002.27

₹8,24,837.2

1.009

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

21,148.93

kilogram

103.26

₹21,83,838.51