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KONNATHADI GP WORKS 2026-2027 CONSTRUCTION OF KAMBILIKANDAM MINISTADIUM TURF

Local Self Government Department

Konnathadi gp | Idukki, Kerala

Amount: ₹28.2 LCloses: 9 Oct 20267d left

Timeline

Published1 Oct 2026
Closes9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹28.2 L

EMD Value

₹50,000

Closing Date

9 Oct 2026, 11:00 am7d left

Tender Inviting Organisation

Name

Assistant engineer

Address

LSGD,Konnathadi

Work Description

Annual Plan- KONNATHADI GP WORKS 2026-2027 CONSTRUCTION OF KAMBILIKANDAM MINISTADIUM TURFPRONO 33/27 WARD 11-General Civil Work

Tender Information

Tender ID

2026_LSGD_875370_1

Reference Number

61111/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

210 days

Location

Konnathadi 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

Required1. Signed copy of Bid security remittence (.pdf)

Required2. Signed copy of Bid submission letter as per item no.1 Part VI (.pdf)

Required3. Signed copy of Integrity Pact Certificate as per item no.3 Part Vi (.pdf)

Required4. Signed copy of Preliminary agreement as per item no.2 Part VI (.pdf)

RequiredBOQ (.xls)

Required6. Signed copy of requisition for e-payment as per item no.6 Part VI (.pdf)

Required7. Signed copy of Affidavit as per item no.4 Part VI (.pdf)

Required8. Signed copy of Bidder valid registration certificate (.pdf)

Required9. Signed copy of Bid document with NIT (.pdf)

Required10. Signed copy of Bid submission fee remittance (.pdf)

Required11. Signed copy of GST Document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

1 Oct 2026

Download Ends

9 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (23 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TURF
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	38.92	cum	-	-
1.002	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)	3.64	cum	-	-
1.003	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	6.72	sqm	-	-
1.004	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	6.8	cum	-	-
1.005	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	8.99	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	44.8	sqm	-	-
1.007	13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)	44.8	sqm	-	-
1.008	OD192872/2026-2027:Providing, laying and spreading of compacted fill with 40mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge. Quantity measured based on the stack measurement and the stack shall be of standard dimensions	74.56	cum	-	-
1.009	OD192882/2026-2027:Providing, laying and spreading of compacted fill with 20mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge. Quantity measured based on the stack measurement and the stack shall be of standard dimensions.	37.28	cum	-	-

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

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

TURFSBD.pdf

Tender Documents • 1.65 MB

BOQ_1486157.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TURF
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	38.92	cum	-	-
1.002	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)	3.64	cum	-	-
1.003	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	6.72	sqm	-	-
1.004	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	6.8	cum	-	-
1.005	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	8.99	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	44.8	sqm	-	-
1.007	13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)	44.8	sqm	-	-
1.008	OD192872/2026-2027:Providing, laying and spreading of compacted fill with 40mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge. Quantity measured based on the stack measurement and the stack shall be of standard dimensions	74.56	cum	-	-
1.009	OD192882/2026-2027:Providing, laying and spreading of compacted fill with 20mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge. Quantity measured based on the stack measurement and the stack shall be of standard dimensions.	37.28	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1TURF

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

38.92

cum

1.002

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)

3.64

cum

1.003

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

6.72

sqm

1.004

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

6.8

cum

1.005

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

8.99

cum

1.006

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

44.8

sqm

1.007

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

44.8

sqm

1.008

OD192872/2026-2027:Providing, laying and spreading of compacted fill with 40mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge. Quantity measured based on the stack measurement and the stack shall be of standard dimensions

74.56

cum

1.009

OD192882/2026-2027:Providing, laying and spreading of compacted fill with 20mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge. Quantity measured based on the stack measurement and the stack shall be of standard dimensions.

37.28

cum