Irrigation Department Tender

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Irrigation Department Tender

Works

Civil And Construction

Civil Works Others

Eprocure

Kottayam, Kerala

Opening Date29 Mar 2025

Closing Soon8 Apr 2025

Tender Amount₹ 76,25,381

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Costs

EMD
₹ 50,000
Document Cost
₹ 2,760
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2025_Irrig_756724_1
Tender No
44/EE/KD/2024-25
Tender Authority
Irrigation Department View
Purchaser Address
-
Website
http://http://www.irrigation.kerala.gov.in/

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Documents

Tender Notice-138.9 kBTendernotice_1.pdf

NIT

BOQ-1332.3 kBBOQ_1229167.xls

BOQ

Document-24.1 MBVANIYANKARISBD.pdf

SBD

Document-152.0 kBTender_Detail_2025...Tender_Detail_2025_Irrig_756724_1.html

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BOQ Items

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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 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 soil

Quantity420

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Amount -

OD29922/2023-2024:Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

Quantity260.4

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OD29923/2023-2024:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and 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

Quantity393.24

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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)

Quantity373.21

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

Quantity220.76

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4.1.5: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)

Quantity55.13

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OD29924/2023-2024:Forming earthen bund using stiff kayal clay by earth work in rough excavation and conveyed and banking in layers not exceeding 20 cm in depth breaking clods and dressing up embankment for roads, flood banks, marginal land and guide banks including all charges for laying with all leads and lifts etc. complete. all kinds of soil.2.2.1-2.4-2.5+MR

Quantity643.88

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Construction of ramp

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15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

Quantity5.12

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60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

Quantity5.04

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60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

Quantity3.53

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Amount -

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 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 soil

Quantity32.83

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Amount -

OD25361/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance o material and labour charges etc. complete as per direction of departmental officers at site.

Quantity50.83

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Amount -

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)

Quantity38.97

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Amount -

16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

Quantity50.33

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Amount -

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

Quantity5.08

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Amount -

4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

Quantity7.98

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19.6.4:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe

Quantity5

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2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

Quantity1.48

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Pipe crossings for vachaal

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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 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 soil

Quantity9

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60.64.2:Coconut Pile - Supplying and stacking well matured 1/2 split and straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

Quantity74

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Amount -

60.64.3:Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces and tied to the post with iron wires etc complete as per standard specification.

Quantity83

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Amount -

OD26192/2024-2025:Coconut Pile- Driving down half split coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end having hydraulic excavator accessibility through land.

Quantity37.4

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19.6.7:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe

Quantity15

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OD33595/2024-2025:Clay Filling for Pipe Crossings: Earth work in rough 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), conveyed and filling the earth in empty gunny/polythene bags and laying in position.

Quantity40.76

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Amount -

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