Construction of Minor Bridge and Approach Protection Work at km 28 of Bharthana Bakewar Lakhna Sindaus road (MDR 142) towards Chakarnaga Side

Amount

Cleaning Jungle including uprooting of rank vegetation grass, bush, wood trees and saplings of girth upto 30 cm measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared.

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 requirement of table 300-2.As per MORTH Specification 3.16 Clause 305

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Laying brick layer on prepared sub-grade with brick on end edging according to lines. Graded and crossection shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheel road roller 80-100 kn as per Technical Specification Clause 412. As per SOR (For Two layers)

Supply and Laying of sandy earth plastic cement bags (volume 0.035cum) including cost of earth, cost of empty bags, labour, stitching with sutely complete, laying and placing complete at the place of restoration of Embankment. As per SOR

Supply of 1000mm dia NP-3 Hume pipe

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.As per MORTH Specification 9.01 Clause 304

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. As per MORTH Specification 12.10 Clause 1200 & 1900

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MORTH Specification 9.14 Clause 1500, 1700 & 2100 (RCC-M-25 Grade)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MORTH Specification 9.14 Clause 1500, 1700 & 2100 (RCC-M-30 Grade)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. As per MORTH Specification 12.12 Section 1200.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. . As per MORTH Specification 12.40 & Clause 1600

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MORTH Specification 12.3 & Clause 304

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification As per MORTH Specification 13.90 & Clause 710.1.4.of IRC:78 & 2200

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. As per MORTH Specification 15.50 & Clause 2504.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Specification 15.4 & Clause 2504.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MORTH Specification 9.14 & Clause 1500, 1700 & 2100 (RCC-M-35 Grade)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MORTH Specification 12.8 & Clause 1500, 1700 & 2100 (PCC-M-15 Grade)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MORTH Specification 9.14 & Clause 1500, 1700 & 2100 (RCC-M-40 Grade) 80mm wearing coat.

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per MORTH Specification 14.11 & Clause 1500,1600,1700 & 2704 (With M-30)

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. As per MORTH Specification 14.17

Drainage Spouts complete as per drawing and Technical specification. As per MORTH Specification 14.90 & Clause 2705

Providing and fixing bitumen paper double layer.

Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. As per MORTH Specification 14.20 & Clause 2600

Suppy & Fixing of Fully moulded elastomeric(Neoprene) Bearing pads

Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. As per MORTH Specification 12.7. (Random rubble masony) Course/uncoursed) for Curtain wall.

R H Construction