Construction of Retaining wall, Road Furnishing ,Traffic Signs, Marking andother road Apurtenances including plantation on Silchar Kumbhirgram Road (From Gossaipur Point of Mahasadak to Kumbhirgram Airport).

Amount

Construction of Retaining wall (i) Height above Ground.=4.50mt Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,........ backfilling with approved material.Ordinary soil. upto 3 m depth Without dewatering.

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.)Foundation

Supplying, fitting and placing TMT IS;1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications With TATA make TMT rebar

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.Without plasticiser M25

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, ..Complete as per drawing and Technical specification.

Construction of Retaining wall (i) Height above Ground.=4.00mt Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,........ backfilling with approved material.Ordinary soil. upto 3 m depth Without dewatering.

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.)Foundation

Supplying, fitting and placing TMT IS;1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications With TATA make TMT rebar

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.Without plasticiser M25

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, ..Complete as per drawing and Technical specification.

Construction of Retaining wall (i) Height above Ground.=3.00mt Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,........ backfilling with approved material.Ordinary soil. upto 3 m depth Without dewatering.

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.)Foundation

Supplying, fitting and placing TMT IS;1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications With TATA make TMT rebar

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.Without plasticiser M25

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, ..Complete as per drawing and Technical specification.

Construction of Retaining wall (i) Height above Ground.=2.50 mt Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,........ backfilling with approved material.Ordinary soil. upto 3 m depth Without dewatering.

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.)Foundation

Supplying, fitting and placing TMT IS;1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications With TATA make TMT rebar

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.Without plasticiser M25

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, ..Complete as per drawing and Technical specification.

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Construction of Ramp at Retaining wall location at Ch. 16290.00mt to ensure accessibility of the villagers behind Retaining wall. Cement Concrete Ram of PCC M20 grade.

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,........ backfilling with approved material.Ordinary soil. upto 3 m depth Without dewatering.

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.)Foundation

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Construction of RCC. Open Drain.( Ht-2.50mt)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 Manual Means (I) Without dewatering upto 3 m 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.)Foundation

Supplying, fitting and placing TMT IS;1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications With TATA make TMT rebar

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, ... RCC Grade M 25

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, ..Complete as per drawing and Technical specification.

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D 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)

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.. Without Plasticiser. Using Concrete Mixer. Height upto 5m. RCC Grade M25

Construction of C.C. Surface Drain. Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork .PCC Grade M20. Height upto 5m.

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork .PCC Grade M20. Height upto 5m.

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ).

Metal Beam Crash Barrier,-Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) At Bridge Approach

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications (Edge Line Marking)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)

Providing ,fitting, and erecting Pre Fabricated Ornamental Railing on the edge of the footpath of approved design using TATA STRUCTURA materials having size of 2.00 x 1.25 M in panels made of 40 x 40x 2.60 in Horizontal & Vertical Bars and 80 x 40 x 3.20 vertical bars in posts. The two end posts of each panel are founded with M-25 cement concrete upto depth of 300mm. Item includes anti corrossive primer and two shades of paint as per approved shade etc. complete as per approved drawing and technical specification and as directed by the Engineer - In -Charge

Providing and Fixing in position Double Kerb Stones as per BIS specification of the size 300 mm x 450 mm x 100 mm in proper level and grade at footpath edges, divider blocks etc. As directed and approved by the Department.

Providing, Fitting & Fixing Coloured Anti - Skid Tiles as per BIS Specifications of Size 340 mm x 340 mm x 25 mm complete as directed and approved by the Department

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii) 60cm Circular

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

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 size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.

ANIL DAS