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GENERAL-Vazhoor BP annual plan 2026-27 Pro. No.137/27-Constructions of womens agricultural marketing Centre-General Civil Work

Local Self Government Department

Chamampathal | Kottayam, Kerala

Amount: ₹67.8 LCloses: 21 Oct 20262d left

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Timeline

Published14 Oct 2026
Closes21 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹67.8 L

EMD Value

₹50,000

Closing Date

21 Oct 2026, 5:00 pm2d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Vazhoor Sub division

Work Description

GENERAL-Vazhoor BP annual plan 2026-27 Pro. No.137/27-Constructions of womens agricultural marketing Centre-General Civil Work

Tender Information

Tender ID

2026_LSGD_879493_1

Reference Number

AE/LSGD/TDR/07 2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

Chamampathal

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredScanned copy of PAN CARD and GST certificate (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredScanned Copy of Registered Licence (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

14 Oct 2026

Download Ends

21 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (58 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1building construction
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	22.44	cum	-	-
1.002	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	301.62	cum	-	-
1.003	OD174156/2026-2027: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	129.35	cum	-	-
1.004	OD143618/2026-2027:Filling with departmental earth ( excluding rock) in 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.	324.5	cum	-	-
1.005	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	31.56	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)	21.58	cum	-	-
1.007	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	82.88	sqm	-	-
1.008	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)	42.36	cum	-	-
1.009	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).	76.44	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.43 MB

Work Item Documents

womensnit.pdf

Tender Documents • 0.03 MB

womenssbd.pdf

Tender Documents • 4.60 MB

BOQ_1495249.xls

BOQ • 0.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1building construction
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	22.44	cum	-	-
1.002	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	301.62	cum	-	-
1.003	OD174156/2026-2027: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	129.35	cum	-	-
1.004	OD143618/2026-2027:Filling with departmental earth ( excluding rock) in 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.	324.5	cum	-	-
1.005	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	31.56	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)	21.58	cum	-	-
1.007	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	82.88	sqm	-	-
1.008	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)	42.36	cum	-	-
1.009	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).	76.44	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1building construction

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

22.44

cum

1.002

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

301.62

cum

1.003

OD174156/2026-2027: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

129.35

cum

1.004

OD143618/2026-2027:Filling with departmental earth ( excluding rock) in 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.

324.5

cum

1.005

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

31.56

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)

21.58

cum

1.007

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

82.88

sqm

1.008

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)

42.36

cum

1.009

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).

76.44

cum