Retender R I D F Xxii Eramam Padashekaram Puthupally K B Gap Filling Estimate

Tender Notice

28274204
Retender R I D F Xxii Eramam Padashekaram Puthupally K B Gap Filling Estimate
Indian
Kerala
23-06-2021
09-07-2021
12-07-2021

Tender Details

Retender R I D F Xxii Eramam Padashekaram Puthupally K B Gap Filling Estimate

Key Value

Document Fees
INR 2500 /-
EMD
INR 47300.00 /-
Tender Value
INR 18.88 Lakhs /-

BOQ Items

Work Name:R I D F XXII Eramam padashekaram puthupally K B gap filling estimate
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Infrastructaral development works BI01010001010000000000000515BI0100001113
2 1.01 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 BI01010001010000000000000515BI0100001114 469.5 cum
3 1.02 od22/2021_2022 : Modified data 2.10.1.2<br>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:<br>Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia BI01010001010000000000000515BI0100001115 60 metre
4 1.03 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. BI01010001010000000000000515BI0100001116 93 metre
5 1.04 60.64.5 : 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 BI01010001010000000000000515BI0100001117 77.5 metre
6 1.05 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. BI01010001010000000000000515BI0100001118 6 cum
7 1.06 od9/2021_2022 : Modified 60.7.1DRY 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(Boat load up to 3km) BI01010001010000000000000515BI0100001119 53.5 cum
8 1.07 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 BI01010001010000000000000515BI0100001120 6 cum
9 1.08 od13/2021_2022 : 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 : 8 graded stone aggregate 40 nominal size) BI01010001010000000000000515BI0100001121 81 cum
10 1.09 od15/2021_2022 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001122 0.216 cum
11 1.1 od211/2021_2022 : Modified Data 4.1.5<br>Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:<br>1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)Modified Data 4.1.5 BI01010001010000000000000515BI0100001123 108.938 cum
12 1.11 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001124 638.59 sqm
13 1.12 od18/2021_2022 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars BI01010001010000000000000515BI0100001125 8.64 kilogram
14 1.13 od19/2021_2022 : Modified Data 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) Boat load up to 3 km BI01010001010000000000000515BI0100001126 300 sqm
15 1.14 od208/2021_2022 : Modified Data 2.25<br>Filling available excavated 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. BI01010001010000000000000515BI0100001127 328.65 cum
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