Construction of road from Chaulkar Chowk to Nayapara for Rs. 200.00 lakhs for Rs. 60.00 lakhs.

Amount

Road Work: Clearing and grubbing of road land including up rooting wild vegetation, grass, bush, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means. A) In area of non thorny jungle.

Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300.2 with a lead up to 1000 m as per Technical Specification Clause 303.1. (i) Private Land

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. A) By Mix in Place Method (ii) For Grading-II Material

WBM Grading-III using stone screening Type-B 11.2 mm for Gr-III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. A) By Mamual Means

Interlocking Concrete Block Pavement Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 including carriage. (Including Edge restraint & carriage)

Providing and erecting direction and place identification retro-reflective signs as per IRC:67 made of encapsulated lens type reflected sheeting vide clause 1701.2.3 fixed over aluminium sheeting 2mm thick with area not exceeding 0.9 sqm suported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

Providing and fixing of retro reflectorised cautionary mandatory informatory sign as per IRC: 67 made of encapsulated tens type reflective sheeting vide clause 170.1.2.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801. (ii) 90cm equilaterial triangle.

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

Toe Wall works Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out, contruction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and button and back filling in trenches with excavated suitable material. 1) Ordinary Soil i) Upto 3m depth.

Laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth soling watering and rolling the same with three road roller 80-100 kn as per technical specification clause 412

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202, & 1203. A. with crushed stone. I PCC grade M10 Nominal mix 1:3:6

Stone masonry work in cement morter in foundation complete as per drawing technical specification clause 702, 704, 1202 & 1203. Random ruble masonry in 1:4 cement mortar

Stone masonry work in cement morter in foundation complete as per drawing technical specification clause 702, 704, 1202 & 1204. Random ruble masonry in 1:4 cement mortar

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing Technical specification clauses 614,709,1204,3.7

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202, & 1203. A. with crushed stone. IV RCC grade M20

Supplying fitting and placing MT (Fe-500 D) reinforcement bar (from Primary Producer TATA/Sail/Esser/JINDAL/Shyam/RINL) in foundation complete as per drawing and techincal specification Clauses 1000 and 1202

Cd Work: Slab Culvert 3.00 m span: Earthwork in excavation of foundation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. i. Ordinary soil Upto 3 m depth.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With Crushed Stone (i) PCC Grade M-10 (i) Nominal Mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With Crushed Stone (iii) PCC Grade M-20 (i) Nominal Mix 1:2:4

Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With Crushed Stone (II) RCC Grade M20 i) for nominal Mix 1:2.4 (a) Height up to 5m

Drainage spouts complete as drawing and technical specification Clause 1209

Filler Joint iv) providing and filling joint sealing compound as per drawing and technical specificatin and coarse sand and 6 % bitumen by weight

Supplying, fitting and placing TMT reinforcement bar in super structure complete as per drawings and technical specification clause 1002, 1010 & 1202..

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.7.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A With crushed stone

NITUL KUMAR RABHA