Construction of Janpad Ambedkarnagar me Vikash khand Bhiyawn (Gram Sabha Ratna) me Helipad

Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of grith upto 30 cm measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 m. out side the periphery of area cleared. As per SOR Item No. 259

Earthwork in embankment Mechanically compacted 95% proctor density. filling in ordinary soil excavation to be in the from of regular pits not exceeding 0.5 metre in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required lavels and slops and also including 1.50 lift and 30 M lead. The earth from cutting to be used in making embankment or to be doposited as spoil banks within 30 m distance as directed by E/I. (Excluding roylty). by 03 Km. cartage

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.22 M30 (Grade), coarse and fine aggregates conforming to IS: 383, miximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days. Using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification cluse 1501 (M-30)

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes. As per PWD SOR Ch No. 10 Item no. 504

Providing and laying of hot applied thermoplastic copound 2.50 mm thick in 100mm widh including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.50 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.

E/w excavation in foundaton in ordinary soil as per PWD SOR S.I. No-251

P/L.C.C.in 1:3:6 in foundation with cement fine sand & 20 mm gauge Stone Aggrigate as per PWD SOR S.I.No 280

R.C.C work with cement approved course sand and 2 cm {3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in foundation excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G. G.I. binding wire and including neccessary centering and shuttering etc. and also including supply of all materials, labours and T & P etc. required for proper completion of the work. Binding wire cost being included in the item. As per SOR Ch-5 Item No. 285(b)

R.C.C work with cement approved course sand and 2 cm {3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in Column excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G. G.I. binding wire and including neccessary centering and shuttering etc. and also including supply of all materials, labours and T & P etc. required for proper completion of the work. Binding wire cost being included in the item. As per SOR Ch-5 Item No. 289

Reinforecement for R.C.C. work including streigtening cutting binding & placing in position complete.SI No. 504

M-150 B/w in 1:4 cement & c/sand mortar etc all cost complete in foundation as per PWD SOR S.I.No-305(b).

M-150 B/w in 1:4 cement & c/sand mortar etc all cost complete as per PWD SOR S.I.No-305(b)+309 = (5390+370) for super Structure

Plaster work in 1:3 cement & f/sand mortar etc as per PWD SOR S.I.No-582

Finishing wall with Acrylic Smooth Exterior Paint of Required Shade on New Surface two or More Coat @ 1.67 ltr/ 10 Sqm over and including Priming Coat of Exterior primer applied @ 2.20 Kg/10 Sqm Asian, Berger or Equilent Brand As per PWD SOR Chp-15 SI No 14.46.1

Mild steel or iron work in heavy sizes such as trusses, builts up gates, door frames ,records racks roof work ,gates etc. wrought to required form, including drilling holes, rivetting or welding where necessary, and also including supply of steel ,bolts, nuts and wastages etc. and their fixing required for completion of the work. as per S.I no. 503

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty.

Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251)

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 sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510

Brick edging 7 cm wide on both sides of the road With Staraight over burnt bricks complete as per PWD specification no. 20.15

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty.