Widening of link road from Panjehra Baruna road to village Jogon via Basowal.

Amount

Excavation in drains and channels etc., in earth work including dressing of side and bed and disposing of excavated earth upto all lead and lift disposed earth to be levelled and neatly dressed: (Pick Jumper work)

Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate40 mm nominal size) and curing complete including cost of centering and shuttering in foundation and plinth including carriage of materials within all leads and lifts complete in all respect.

Providing and laying Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 P.C.C. 1:3:6 grade M -10. including cost of form work, centering, shuttering etc.

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 materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.

Providing and laying heavy duty precast cement conrete interlocking block pavements having thickness as per draings and Technical specification clause 1504 ( sub-base of concrete floor to be paid for separtely) . 80mm. thick I.S.I. interlocking blocks.

Providing concrete for plain/rainforced concrete in open fondations complete as per drawings and technical specificationbs clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

Brick work using 2 nd class common burnt clay building bricks in superstructure in cement mortor 1:5 (1 cement : 5 sand) complete in all respect and as per the direction of Engineer-in-Charge.

Supplying fitting and placing HYSD bar reinforcement( Fe 415) in substructure complete as per drawings and techancal specifications Clauses 1002,1005,1010 & 1202 ( Steel )

15 mm cement plaster in single coat on fair side of /stone walls for interior plastering upto all heights including arises, Internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:4 ( 1 cement : 4 sand) including carriage of material in all leads and lifts.

Supplying and fixing SFRC manhole cover frame of 560 mm internal dia ( medium Duty ) the weight of Frame173 Kg and cover to be not less than 43 Kg complete in all respect. Total Weight including Frame +Cover =216 Kg

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108. 300mm dia

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108. 450 mm dia

Providing and applying tack coat with Bitumen emulsion ( RS- 1 ) uasing emulsion distributor at the rate of 0.20-0.25 kg /sqm. on the prepaired bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. ( 16.57.5 )

Providing and Fixing on wall face PVC ( D Plast ) rain water pipe of working pressure not less then 4.50 kg. /sqm. including filling the joints with approved adhesive complete 100 mm dia

Lovedeep singh

Amardeep Singh

SANJEEV KUMAR GOVT CONTRACTOR