EE/BR/SJTRD/TB-17/2019-20

Amount

Item No. 2.2 :- Clearing and Grubbing of road land including up rooting vegetation grass, bush, shrubs, saplings & trees of girth up to 300mm, removal of stumps, of such trees cut earlier and disposal of unserviceable materials and staking of serviceable materialto be usedor auctioned. Upto a lead of 1000 mm including removal and diposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Item No. 3.4 :- Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5 m , transporting to site , spreading grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5.

Item No. 3.14 :- Construction of Sub-grade & earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1

Item No. 4.1(A) :- 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.

Item No. 4.7/2 :- Providing laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN in static roller in stage to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading - II as per Technical Specification Clause 405.

Item No. 4.7/3 :- Providing laying, spreading and compacting stone agg. of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN in static roller in stage to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading - III as per Technical Specification Clause 405.

Item No. 5.1 :- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

Item No. 5.2 :- Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.20 to 0.25 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 20mm thickness composed of 13.2 mm to 5.6 mm agg. 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 or Type B or Type C as per Technical Specification Clause 508.

Item No. 5.12 :- Providing and laying seal coat sealing the voids over bituminous surface laid to the specified levels, grade and cross fall using Type C. as per Technical Specification Clause 510.

Providing and fixing of reto- reflectorised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel iron post 75mm x 75mm x 6mm firmly to the ground by means of properly designed foundation with MS 15 grade cement concrete 450mm x 450mm x 600mm , 600mm below level as per drawing and technical specification clause 801. iii ) 60cm circuler

iv ) 80cm x 60cm rectanglar

Item No. 11.9 :- Planting of Trees and their Maintenance for one 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 one year.

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 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 and laying Filter Material underneath Pitching in Slopes complete as per Drawing and Technical Specifications Clause 1302 .

Providing and laying Pitching on Slopes laid over prepared Filter Media as per Drawing and Technical Specifications Clause 1302 . Stone / Boulder .

Earthwork in excavation of foundation of structure as per drawing and technical specification clauses 305.1 including setting out, construction of shoring and bracing, removel of stumps and other deletorious matter and disposal upto a lead of 50m dressing of sides and bottom and backfilling with a trenches with excavated suitable materials.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203.

Providing and laying reinforced cement concrete in super structure as per drawing and technical specification.

Supplying , fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in super structure complete as per drawing and Technical specification clauses 1002,1010 and 1202.

Drainage spouts complete as per drawing and technical specifications Clause 1209

Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.

Providing weep holes in brick masonary Plain/ Reinforced concrete abutment wing wall / return wall with 100mm dia AC Pipe ,extending through the full width of the structure with slope of 1V:20H towards drawing face, complete as per drawing and technical specification.

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

Jyotish Das