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615/26-kumily GP - 2025-26 - Renovation of Chottuppara LP School Steps- (317/27)- Retender

Local Self Government Department

kumily GP | Idukki, Kerala

Amount: ₹2 LCloses: 30 Sept 20262d left

Timeline

Published23 Sept 2026
Closes30 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹2 L

EMD Value

₹4,235

Closing Date

30 Sept 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Oo Assistant Engineer LID EWD Kumily

Work Description

615/26-kumily GP - 2025-26 - Renovation of Chottuppara LP School Steps- (317/27)- Retender

Tender Information

Tender ID

2026_LSGD_846569_29

Reference Number

07/T/AE/LIDEW/KMLY/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

kumily GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittence (.pdf)

RequiredGST Document (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,235

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

23 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Staircase
1.001	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	0.4	cum	-	-
1.002	15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar	1.89	cum	-	-
1.003	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1.84	cum	-	-
1.004	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	10.5	sqm	-	-
1.005	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	2.18	cum	-	-
1.006	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)	0.14	cum	-	-
1.007	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	0.53	cum	-	-
1.008	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	2.08	sqm	-	-
1.009	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	1.7	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.47 MB

Work Item Documents

615sbd.pdf

Tender Documents • 1.98 MB

615nit.pdf

Tender Documents • 0.07 MB

BOQ_1478566.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Staircase
1.001	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	0.4	cum	-	-
1.002	15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar	1.89	cum	-	-
1.003	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1.84	cum	-	-
1.004	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	10.5	sqm	-	-
1.005	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	2.18	cum	-	-
1.006	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)	0.14	cum	-	-
1.007	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	0.53	cum	-	-
1.008	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	2.08	sqm	-	-
1.009	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	1.7	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renovation of Staircase

1.001

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

0.4

cum

1.002

15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar

1.89

cum

1.003

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

1.84

cum

1.004

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

10.5

sqm

1.005

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

2.18

cum

1.006

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)

0.14

cum

1.007

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

0.53

cum

1.008

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

2.08

sqm

1.009

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

1.7

sqm