Kerala

AOC

Works

Civil Works - Buildings

AMUPS KUNNATHPARAMBU SCHOOL TOILET CONSTRUCTION (201/19)

Local Self Government Department

KUNNATHPARAMBU | Malappuram, Kerala

Amount: ₹6 LCloses: 13 Aug 2018Closed

Timeline

Published6 Aug 2018
Closed13 Aug 2018
Technical Evaluation28 Dec 2018
Financial Evaluation28 Dec 2018
Awarded26 Jun 2026

Bids

Item Rate

3 Bids26 Jun 2026

#	Company	Amount	Rank	Status
1	K VELAYUDHAN KUTTY NAIR L1₹5.3 LAccepted-AOC	₹5.3 L	L1	Accepted-AOC L1
2	BEERANMOIDHEEN VP L2₹5.5 L+₹15,873.43 (2.97%)Rejected-Finance	₹5.5 L+₹15,873.43 (2.97%)	L2	Rejected-Finance second lowest
3	JAYARAJAN L3₹5.6 L+₹23,766.88 (4.44%)Rejected-Finance	₹5.6 L+₹23,766.88 (4.44%)	L3	Rejected-Finance third lowest

BoQ Comparative

Line Items (24)

Sl No	Description	Qty	Unit	K VELAYUDHAN KUTTY NAIR L1	BEERANMOIDHEEN VP L2	JAYARAJAN L3
1.00Toilet block construction
1.00	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	12.25	cum	-	-	-
1.00	60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	12.25	cum	-	-	-
1.00	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	7.05	cum	-	-	-
1.00	50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	18.1	cum	-	-	-
1.00	5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).	6.25	cum	-	-	-
1.01	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	10.95	sqm	-	-	-
1.01	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	49.48	sqm	-	-	-
1.01	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	468.68	kilogram	-	-	-
1.01	13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	42.16	sqm	-	-	-

Tender Value

₹6 L

EMD Value

₹15,000

Closing Date

13 Aug 2018, 5:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OFFICE OF THE ASSISTANT ENGINEER,LSGD SECTION,VELIMUKKU,MOONNIYUR GRAMA PANCHAYATH

Work Description

AMUPS KUNNATHPARAMBU SCHOOL TOILET CONSTRUCTION (201/19)

Tender Information

Tender ID

2018_LSGD_225977_2

Reference Number

01/2018-19/AE/LSGD/MNR

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Wise

Period of Work

210 days

Location

KUNNATHPARAMBU

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredCOPY OF CONTRACTORS REGISTRATION CERTIFICATE (.pdf)

RequiredCOPY OF ADHAR CARD (.pdf)

RequiredCOPY OF PAN CARD (.pdf)

RequiredCOPY OF GST (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,344

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

online

EMD Fee Amount

₹15,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Jun 2026

Published

6 Aug 2018

Bid Opening

18 Aug 2018

Download Starts

6 Aug 2018

Download Ends

13 Aug 2018

Submission Starts

6 Aug 2018

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_299250.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 • 0.03 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

K VELAYUDHAN KUTTY NAIR

L1₹5.3 LAccepted-AOC

BEERANMOIDHEEN VP

L2₹5.5 L+₹15,873.43 (2.97%)Rejected-Finance

JAYARAJAN

L3₹5.6 L+₹23,766.88 (4.44%)Rejected-Finance

Sl No	Description	Qty	Unit	K VELAYUDHAN KUTTY NAIR L1	BEERANMOIDHEEN VP L2	JAYARAJAN L3
1.00Toilet block construction
1.00	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	12.25	cum	-	-	-
1.00	60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	12.25	cum	-	-	-
1.00	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	7.05	cum	-	-	-
1.00	50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	18.1	cum	-	-	-
1.00	5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).	6.25	cum	-	-	-
1.01	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	10.95	sqm	-	-	-
1.01	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	49.48	sqm	-	-	-
1.01	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	468.68	kilogram	-	-	-
1.01	13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	42.16	sqm	-	-	-

Sl No

Description

Qty

Unit

K VELAYUDHAN KUTTY NAIR

BEERANMOIDHEEN VP

JAYARAJAN

1.00Toilet block construction

1.00

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

12.25

cum

1.00

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

12.25

cum

1.00

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

7.05

cum

1.00

50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

18.1

cum

1.00

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

6.25

cum

1.01

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

10.95

sqm

1.01

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

49.48

sqm

1.01

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

468.68

kilogram

1.01

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

42.16

sqm