Construction of flood wall to protect Balipara and its adjoining area from the flood inundation of river Jorasar. RETENDER

Amount

Construction of embankment with material obtained from borrow pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of tables 300.1 and 300.2 with alead upto 1ooo m as per technical specification clause 301.5 (A) Private land/(ii) Govt land

Haulage of materials by tipper excluding cost of loading, unloading and stacking ( For 2km lead /haulage) Case II. Unsurfaced gravel road.

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Mechanical means With dewatering (I)upto 3m depth

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Mechanical means With dewatering (ii) 3m to 6m depth

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Mechanical means With dewatering iii)Above 6m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

RCC Grade M25 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (II)With plasticiser (E)( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( asterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 drawing and technical specification and steel shuttering formwork . CASE II.(i) a. With Batching Plant, Transit Mixer and Concrete Pump (A)RCC Grade M20

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. CASE-II Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure Height upto 5m

12 mm cement plaster of mix : 13.1.2 1:6 (1 cement: 6 fine sand)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller

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 specification.

Excavation in Ordinary Soil Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading| lin tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Supply of ordinary labour (LS)

D KUMAR AND COMPANY

Sri Babul Nath