GENERAL- Arppookkara Panchayath- Infrastructural development and improvement works for various padasekharams- Kandamundalikkari, Puthankari- Kazhanjikkandam, Kochuveettil Block and Pazhoottumekkari in Arppookkara Panchayath- General Civil Work

Amount

Bund formation for outer bund

OD11867/2024-2025:Bund formation: Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with ½ tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, for all leads and lifts : All kinds of soil (2.2.1-2.4-2.5)

OD19529/2024-2025:Bund Formation with Conveyed earth: Forming earthen bund using stiff kayal clay by earth work excavation, conveying using country boat, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, with all leads and lifts :All kinds of soil

OD29909/2024-2025:Red Earth Bund Formation: Supplying contractor's own earth (red earth) and forming earthen bund including cost of conveyance and royalty banking earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers, dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, with all leads and lifts :All kinds of soil

Raising and Construction of New Retaining Wall

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.

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

OD21635/2024-2025: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.

OD29274/2024-2025:Common Approved OD-3.4 : Supplying and Stacking well matured 1/2 split and straight 6m long coconut post for driving down through various strata below bed level including cost, conveyance, labour charges etc complete

OD29272/2024-2025:Common Approved OD-3.5: Driving down coconut pile half split to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length.

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

OD21634/2024-2025: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

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

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

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

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)

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)

Forming dividing bund

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

Construction of Pipe Crossing across vachaal

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

OD35706/2024-2025:Common Approved OD-3.4 : Supplying and Stacking well matured 1/2 split and straight 6m long coconut post for driving down through various strata below bed level including cost, conveyance, labour charges etc complete

OD35705/2024-2025:Common Approved OD-3.7: (60.64.3). Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces of 6m long and tied to the post with iron wires etc complete as per standard specification.

OD35707/2024-2025:Common Approved OD-3.5: Driving down coconut pile half split to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length.

19.35.3:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.900 mm dia RCC pipes.

OD31975/2024-2025:Strengthening slopes/earthern bund using coir geo-textiles (740GSM) etc complete including conveyance and all other incidental charges as per the directions of the departmental officers at site

OD29944/2024-2025:Clay Filling for Pipe Crossings: Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in embankments for roads or filling up ground depressions, with all leads and lifts :All kinds of soil(2.2.1-2.4-2.5)

Construction of Thoompu

2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

50.18.9.10.1:Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2

Supply of laptop and printer

OD35029/2024-2025:Supply of Laptop for department use : Processor i3 or above 8GB RAM, 512 GB SSD HD, Windows 11 OS, 15.6" Full HD Monitor, wireless mouse of make Acer/HP/Dell.

OD35031/2024-2025:Supply of all in one ( print, scan and copy )laser printer for department use having warranty 1 yr or above of make Brother/Canon/HP or equilant.

ELDHOSE K PAUL (BID ID -2190941)

Bidder Name

K M DAVID

ELDHOSE K PAUL