Kerala

AOC

Works

Civil Works - Buildings

KSITIL/HED/ 2024-25/14-R

Kerala State IT Infrastructure Ltd

Sree Neelakanta Government Sanskrit College, Patta | Palakkad, Kerala

Amount: ₹8.5 CrCloses: 29 Sept 2025Closed

Timeline

Published15 Sept 2025
Closed29 Sept 2025
Technical Evaluation23 Oct 2025
Awarded12 Jun 2026

Bids

Item Rate

2 Bids12 Jun 2026

#	Company	Amount	Rank	Status
1	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L1₹8.1 CrAccepted-AOC KANNUR \| KERALA \| 670001	₹8.1 Cr	L1	Accepted-AOC L1 bidder
2	SURESH GOPINATH L2₹8.6 Cr+₹41.3 L (5.07%)Rejected-AOC	₹8.6 Cr+₹41.3 L (5.07%)	L2	Rejected-AOC L2 bidder

BoQ Comparative

Line Items (577)

Sl No	Description	Qty	Unit	SURESH GOPINATH L2	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L1
1.00Staff Quarters - 4 nos
1.01	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	151.28	cum	225 ₹34,038 Lowest	267 ₹40,391.76
1.02	2.9.1 : Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock	16.83	cum	425 ₹7,152.75 Lowest	655 ₹11,023.65
1.03	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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	1,059.66	cum	195 ₹2,06,633.7 Lowest	216 ₹2,28,886.56
1.04	2.7.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	176.61	cum	350 ₹61,813.5 Lowest	515 ₹90,954.15
1.05	2.25 : Filling available excavated 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.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.	1,267.57	cum	225 ₹2,85,203.25 Lowest	232 ₹2,94,076.24
1.06	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 : 8 graded stone aggregate 40 nominal size)	152.91	cum	7,000 ₹10,70,370	6,527 ₹9,98,043.57 Lowest
1.07	4.12 : Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .	27,720	kg	10 ₹2,77,200	2 ₹55,440 Lowest
1.08	5.30 : Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections.	729.6	metre	67 ₹48,883.2	62 ₹45,235.2 Lowest
1.09	od318774/2023_2024 : 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. Note:- Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level	243.62	cum	9,200 ₹22,41,304 Lowest	9,950 ₹24,24,019

Tender Value

₹8.5 Cr

EMD Value

₹2 L

Closing Date

29 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

MD KSITIL

Address

Kerala State Information Technology Infrastructure Ltd., 1st Floor, Sankethika, PF Road, Vrindavan Gardens, Pattom P O Thiruvananthapuram

Work Description

Augmentation of infrastructural facilities at Sree Neelakanta Govt. Sanskrit College, Pattambi

Tender Information

Tender ID

2025_KSITI_771706_2

Reference Number

KSITIL/HED/ 2025-26/14

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

Sree Neelakanta Government Sanskrit College, Patta

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechno commercial Bid (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,800

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Jun 2026

Published

15 Sept 2025

Bid Opening

30 Sept 2025

Download Starts

16 Sept 2025

Download Ends

29 Sept 2025

Submission Starts

16 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

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 • 0.04 MB

BOQ Documents

BOQ_1321107.xls

BOQ • 0.66 MB

Work Item Documents

181096432.html

Tender Documents • 0.08 MB

181153157.pdf

Tender Documents • 0.15 MB

181886385.pdf

Tender Documents • 0.13 MB

COC.pdf

Tender Documents • 1.17 MB

DRAWING.pdf

Tender Documents • 3.02 MB

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Download all tender documents and submit your bid

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Company

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

L1₹8.1 CrAccepted-AOC

KANNUR | KERALA | 670001

SURESH GOPINATH

L2₹8.6 Cr+₹41.3 L (5.07%)Rejected-AOC

Sl No	Description	Qty	Unit	SURESH GOPINATH L2	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L1
1.00Staff Quarters - 4 nos
1.01	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	151.28	cum	225 ₹34,038 Lowest	267 ₹40,391.76
1.02	2.9.1 : Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock	16.83	cum	425 ₹7,152.75 Lowest	655 ₹11,023.65
1.03	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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	1,059.66	cum	195 ₹2,06,633.7 Lowest	216 ₹2,28,886.56
1.04	2.7.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	176.61	cum	350 ₹61,813.5 Lowest	515 ₹90,954.15
1.05	2.25 : Filling available excavated 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.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.	1,267.57	cum	225 ₹2,85,203.25 Lowest	232 ₹2,94,076.24
1.06	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 : 8 graded stone aggregate 40 nominal size)	152.91	cum	7,000 ₹10,70,370	6,527 ₹9,98,043.57 Lowest
1.07	4.12 : Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .	27,720	kg	10 ₹2,77,200	2 ₹55,440 Lowest
1.08	5.30 : Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections.	729.6	metre	67 ₹48,883.2	62 ₹45,235.2 Lowest
1.09	od318774/2023_2024 : 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. Note:- Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level	243.62	cum	9,200 ₹22,41,304 Lowest	9,950 ₹24,24,019

Sl No

Description

Qty

Unit

SURESH GOPINATH

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

1.00Staff Quarters - 4 nos

1.01

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

151.28

cum

225

₹34,038

Lowest

267

₹40,391.76

1.02

2.9.1 : Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock

16.83

cum

425

₹7,152.75

Lowest

655

₹11,023.65

1.03

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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

1,059.66

cum

195

₹2,06,633.7

Lowest

216

₹2,28,886.56

1.04

2.7.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

176.61

cum

350

₹61,813.5

Lowest

515

₹90,954.15

1.05

2.25 : Filling available excavated 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.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.

1,267.57

cum

225

₹2,85,203.25

Lowest

232

₹2,94,076.24

1.06

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 : 8 graded stone aggregate 40 nominal size)

152.91

cum

7,000

₹10,70,370

6,527

₹9,98,043.57

Lowest

1.07

4.12 : Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .

27,720

₹2,77,200

₹55,440

Lowest

1.08

5.30 : Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections.

729.6

metre

₹48,883.2

₹45,235.2

Lowest

1.09

od318774/2023_2024 : 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. Note:- Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level

243.62

cum

9,200

₹22,41,304

Lowest

9,950

₹24,24,019