Meghalaya Basin Development Authority Tender

View complete overview of Meghalaya MBDA Tender

Meghalaya Basin Development Authority - MBDA Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Oct 2022
Closing Date19 Oct 2022
Tender Amount₹ 99,32,298 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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I) Ordinary soil (i) (upto 3m without dewatering)

33.01

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II) Orinary rock (Not requiring blasting) upto 3m depth without dewatering)

49.52

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Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification (MoRT & H specification section 1500 ,1700,2100) I) 'PCC Grade M10 (i) Nominial mix 1:3:6 including loading, unloading and haulage of materials.

38.87

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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification including loading, unloading and haulage of materials. III.P.C.C Grade M20 (1:1.5:3) (ii) Above 5m upto 10 m

493.26

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Supplying, fitting and placing HYSD bar reinforcement in super-structure including splicing complete as per drawing and technical specifications. (b) Tor steel

2.13

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PCC M15 concrete odinary Grade(1:2;4) leveling course below approach slab complete as per drawing and Technical specification including loading, unloading and haulage of materials. A) P.C.C. grade M15 (ii) Nominal mix 1:2:4

5.4

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Providing Reinforced cement concrete M25 approach slab including reinforcement and formwork complete as per drawing and Technical specification. including loading, unloading and haulage of materials.

10.8

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Supplying, Fitting and Placing HYSD bar Reinforcement in substructure complete as per Drawing and Technical Specifications.

1.84

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Plain/Reinforce cement structure completes as per drawing and technical specification etc including loading, unloading and haulage of materials. VI) RCC Grade M25 (i) Height up to 5 m

77.67

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

48

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Boulders fiiling with unsized stone/boulders of one man size 60cm wide behind the abutment, w/wall, R/wall etc . including loading, unloading and haulage of materials.

59.05

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Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specifications clause 1204.3.8 including loading, unloading and haulage of materials.

18.05

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Construction of Return Wall:Construction of Retaining Wall /breast wall in cement mortar 1:5 as per drawing and Technical Specification Clause 1604.

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(A) Earthworkin excavation for structures . II. Orinary rock (not required blasting)

25.2

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(B) Plain Cement Concrete M10 grade (ii) Nominal Mix 1:3:6 (hand mixing)

3.53

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C) Stone mansonry in cement mortar 1:5.Course Rubble masonry (1st sort) in cement mortar 1:5

50.78

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(F) Filter materials behind Retaining wall as per technical spcification clause.

20.25

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Construction of embankment with Materials obtained from borrow pits.

16.88

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Providing 12mm thick cement plastering in 1:3 including cleaning of the surface curing --- etc --- complete.In cement mortar 1:3

10.44

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ENVIRONMENTAL MANAGEMENT PLAN (EMP)

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Air: Springling of water in the settlement and working areas as per instruction and directed by the Engnineers incharge during the stage of construction

6

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Water quality: At locations specified in the monitoring plan as per IS10,500 and IS2296

12

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Noise: At equipment yards as directed by the Engineer as per CPCB guideline 1989

3

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Conservation Biodiversity:

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i) Pre-construction fish species survey in river stream

1

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ii) Provision of protection net for fish species to stop coming in bridge construction zone

80

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