Tungabhadra Board Tender

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Tungabhadra Board Tender

Opening Date25 Oct 2021
Closing Date8 Nov 2021
Tender Amount₹ 16,95,657 
estimatedThis is an estimated amount, exact amount may vary.
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Improvements and;PVC Pipes 10KG/Sqcm 110mm outerdia etc., complete as per specifications and as directed by the Engineer-in-Charge.

100

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53550

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Improvements and;KSRB15-5.1 : Providing rough cement plastering 15mm thick in single coat with cement mortar 1:4, to brick masonry for base of dadooing works with sand of approved quality, providing and removing scaffolding, including cost of materials, labour, curing etc., complete as per specifications and as directed by the Engineer-in-Charge.

459.69

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97018

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Improvements and;KSRB 6-1.3 : Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular bricks of standard size of class designation 3.5Newton per sqmm with cement mortar1:6 including cost of materials, labour charges, scaffolding Specification No. KBS 6.2 etc., complete as per specifications and as directed by the Engineer-in-Charge.

59.53

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392416

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Improvements and;KSRRB 300-2. Earthwork excavation by manual means in hard soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods MORTH / Chapter 3 etc., complete as per specifications and as directed by the Engineer-in-Charge.

135.36

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25441

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Improvements and;KSRRB M2100 PCC 1 KSRRB M2100-10. Plain cement concrete M10 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days MORTH Specification No. 2100 etc., complete as per specifications and as directed by the Engineer-in-Charge.

15.98

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85724

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Improvements and;KSRB 5.2-2 : Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:8, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing . KBS 5.1.13 etc., complete as per specifications and as directed by the Engineer-in-Charge.

27.5

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136723

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Improvements and;KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing specifications. KBS 5.1.13 etc., complete as per specifications and as directed by the Engineer-in-Charge.

27.5

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139755

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Improvements and;KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machineryspecifications. Specification No. KBS 4.6.3 - TMT bars Fe 500 etc., complete as per specifications and as directed by the Engineer-in-Charge.

1.13

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83641

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Improvements and;KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing Specification No. KBS 4.1, 4.2 etc., complete as per specifications and as directed by the Engineer-in-Charge.

27.27

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155509

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Improvements and;KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 etc., complete as per specifications and as directed by the Engineer-in-Charge.

141.12

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87127



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