Water Resources and Irrigation Government Departments Closing in 0 days TDR #23978582

Aee/Kyip ( O , M ) /22/2019-20 Kyip-Sdrf-Rectification Works To Left Bank Main Canal From Ch . 15 . 500 To 15 . 700Km ( 10 Schemes )

Issued by Government Departments · KAYANNA, Kerala
Tender Value
13.40 Lakhs
Estimated cost
Bid Submission
23 Mar 2020
0 days left
EMD
33600
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
KAYANNA → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Aee / Kyip ( O , M ) / 22 / 2019-20 Kyip-Sdrf-Rectification Works To Left Bank Main Canal From Ch . 15 . 500 To 15 . 700Km ( 10 Schemes )

BOQ

Work Name:KyIP-SDRF-Rectification works to Left Bank Main Canal From Ch:15/500 to 15/700Km(10 Schemes)
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Reach 1: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme1BI01010001010000000000000515BI0100001113
21.012.6.1 : 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 soilBI01010001010000000000000515BI010000111431.85cum
31.022.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000111531.85cum
41.032.8.1 : 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 soilBI01010001010000000000000515BI010000111611.7cum
51.0460.7.1 : 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 siteBI01010001010000000000000515BI010000111745.5cum
61.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011180.975cum
71.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011194.05sqm
82Reach 2: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme 2BI01010001010000000000000515BI0100001120
92.012.6.1 : 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 soilBI01010001010000000000000515BI010000112131.85cum
102.022.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000112231.85cum
112.032.8.1 : 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 soilBI01010001010000000000000515BI010000112311.7cum
122.0460.7.1 : 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 siteBI01010001010000000000000515BI010000112445.5cum
132.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011250.975cum
142.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011264.05sqm
153Reach 3: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme3BI01010001010000000000000515BI0100001127
163.012.6.1 : 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 soilBI01010001010000000000000515BI010000112831.85cum
173.022.8.1 : 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 soilBI01010001010000000000000515BI010000112911.7cum
183.032.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000113031.85cum
193.0460.7.1 : 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 siteBI01010001010000000000000515BI010000113145.5cum
203.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011320.975cum
213.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011334.05sqm
224Reach 4: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme4BI01010001010000000000000515BI0100001134
234.012.6.1 : 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 soilBI01010001010000000000000515BI010000113531.85cum
244.022.8.1 : 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 soilBI01010001010000000000000515BI010000113611.7cum
254.032.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000113731.85cum
264.0460.7.1 : 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 siteBI01010001010000000000000515BI010000113845.5cum
274.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011390.975cum
284.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011404.05sqm
295Reach 5: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme5BI01010001010000000000000515BI0100001141
305.012.6.1 : 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 soilBI01010001010000000000000515BI010000114231.85cum
315.022.8.1 : 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 soilBI01010001010000000000000515BI010000114311.7cum
325.032.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000114431.85cum
335.0460.7.1 : 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 siteBI01010001010000000000000515BI010000114545.5cum
345.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011460.975cum
355.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011474.05sqm
366Reach 6: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme6BI01010001010000000000000515BI0100001148
376.012.6.1 : 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 soilBI01010001010000000000000515BI010000114931.85cum
386.022.8.1 : 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 soilBI01010001010000000000000515BI010000115011.7cum
396.032.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000115131.85cum
406.0460.7.1 : 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 siteBI01010001010000000000000515BI010000115245.5cum
416.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011530.975cum
426.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011544.05sqm
437Reach 7: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme7BI01010001010000000000000515BI0100001155
447.012.6.1 : 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 soilBI01010001010000000000000515BI010000115631.85cum
457.022.8.1 : 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 soilBI01010001010000000000000515BI010000115711.7cum
467.032.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000115831.85cum
477.0460.7.1 : 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 siteBI01010001010000000000000515BI010000115945.5cum
487.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011600.975cum
497.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011614.05sqm
508Reach 8: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme8BI01010001010000000000000515BI0100001162
518.012.6.1 : 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 soilBI01010001010000000000000515BI010000116331.85cum
528.022.8.1 : 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 soilBI01010001010000000000000515BI010000116411.7cum
538.032.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000116531.85cum
548.0460.7.1 : 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 siteBI01010001010000000000000515BI010000116645.5cum
558.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011670.975cum
568.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011684.05sqm
579Reach 9: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme9BI01010001010000000000000515BI0100001169
589.012.6.1 : 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 soilBI01010001010000000000000515BI010000117031.85cum
599.022.8.1 : 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 soilBI01010001010000000000000515BI010000117111.7cum
609.032.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000117231.85cum
619.0460.7.1 : 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 siteBI01010001010000000000000515BI010000117345.5cum
629.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011740.975cum
639.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011754.05sqm
6410Reach 10: Rectification works to Left Bank Main Canal From Ch: 15/500 to 15/700Km Scheme 10BI01010001010000000000000515BI0100001176
6510.012.6.1 : 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 soilBI01010001010000000000000515BI010000117731.85cum
6610.022.8.1 : 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 soilBI01010001010000000000000515BI010000117811.7cum
6710.032.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soilBI01010001010000000000000515BI010000117931.85cum
6810.0460.7.1 : 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 siteBI01010001010000000000000515BI010000118045.5cum
6910.054.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)BI01010001010000000000000515BI01000011810.975cum
7010.064.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.BI01010001010000000000000515BI01000011824.05sqm

AI Tender Summary

OUR REF NO 23978582
AUTHORITY Government Departments
TENDER VALUE 13.40 Lakhs
LAST DATE 23-03-2020
Authority
Authority Name Irrigation Department
Work Description Aee / Kyip ( O , M ) / 22 / 2019-20 Kyip-Sdrf-Rectification Works To Left Bank Main Canal From Ch . 15 . 500 To 15 . 700Km ( 10 Schemes )
Basic Detail
Tender No AEE/KyIP(O,M)/22/2019-20
Bidding Type Tender
Location
City KAYANNA
State Kerala
Key Dates
Publish Date 12 Mar 2020
Submission Date 23 Mar 2020
Open Date 25 Mar 2020
Finance
Tender Value 13.40 Lakhs
Tender Fee Ref. Documents
EMD 33600
Exemption Not Available
Document List
Nit.pdf
Terms.pdf
BOQ_491067.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
0E0A15D4-C888-4F6B-B0BA-2565E81F1BBD.html
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Tender Timeline

Mar 12, 2020
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 23, 2020
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 25, 2020

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Nit.pdf

pdf

Terms.pdf

xls

BOQ_491067.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

html

0E0A15D4-C888-4F6B-B0BA-2565E81F1BBD.html

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