MMNPPNA/GMC/59/135

Amount

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.

Removal of unserviceable soil including excavation and disposal upto 1000 m lead but excluding replacement by suitable soil.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401

Providing laying spreading and compacting stone aggregates of specific sixes to water bound macadam specification and compacting to the required density etc. as per Technical specification clause 405. by manual means iii) Grading - III materials

Providing and laying interlocking concrete block pavement (ICBP) conforming to IS:15658-2008 including al lead and lift complete as per technical specification and as directed. (a) 80mmthick interloacking precast block having compressive strength 40N/sq.mm

Earthwork in excavation for foundation of structures….,Ordinary soil (i)Above 3.00m depth

Dry rubble flooring, providing & laying of dry rubble flooring complete as per drawings and technical specifications cl. 1304.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. PCC Grade M10, Nominal mix 1:3:6

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork, etc. R.C.C. Grade M20

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructure complete as per drawings and technical

Provinding weep holes in Brick masonry Plain/Reinforced concrete abutment, wing wall/the full width of the structure

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 metres as per technical specification clause 301.4)

Dismantling of Structures (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).

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2,wih lead upto 1000m as per technical specification clause 303.1. (1) Privet land.

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

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.

Retro reflectorised Traffic sign: Providing and fixing 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 2 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

Painting two coats including priming coat after filling the surface with synthetic enamal paint in all shades on new plastered/concrete as surfsces as per drawing and technical specification clause 1701.

Excavation for Structures (Earth work in excavation for structure as per drawing and technical specification, clause 305.1 Including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50.00m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soll, upto 3.00m 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.)

Stone masonry work In cement mortar for substructure complete as per drawing and Technical Specifications clauses 702,704,1202 and 1204. II) Random Rubble masonary, In 1:4 cement mortar

Filling in Foundation Trenches as per Drawing & Technical Specification clause 305 3.9. (1) Sand filling on drain bed.

Plastering with cement mortar (1:4), 15mm thick on brick work in sub-structure as per Technical specifications clauses 613.4 and 1204

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (N) without plasticiser, (B) PCC Grade M20, height upto 5.00m ( Screed concrete On top of Boulder masonary Guard wall)

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8, II) Sandy materials

Dismantling of Structures (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 dismantl

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8, II) Sandy materials

MIDAS CONSTRUCTIONS

Suman Construction