C/o Road from Kotla to Satiwala RD 0/00 to 0/600 and Providing renewable coat and interlocking 80 mm paverblocks on road from satiwala cow shed to Jai Mata Industry RD 0/00 to 0/600 (SH C/o Edge wall,M/T work, 80mm Interlocking Paver blocks)

Amount

Excavation in drains and channels etc., in earth work including dressing of side and bed and disposing of excavated earth upto a lead of 20 metres and lift upto 1.50 metres 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 cement concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 &1203. 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size )

Providing weepholes in brick masonary/ stone masonery plain / reinforced concrete abutment wing wall return wall with 100m m dia P V C pipe extendimg through the full width of the structures with slop of 1(v) :20 (H ) towards drawing face complete as par drawing and technical specification clauses 614

Construction of embankment with approved material 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.

Cutting in earth work and disposal of excavated earth upto a lead of 20 meters

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil) complete as per HP.PWD specifications.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade complete as per HP.PWD specifications.

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 & 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 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.

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 iii (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.

Providing and applying priming coat with Bitumen emulsion ( SS- 1 ) on prepaired surface of granular base including cleaning og road surface and spraying primer at the rate of 0.70-1.0 kg /sqm. using mechanical means as per Technical Specification Clause 502

Providing and laying bituminous macadam with hot mix plant using crushed aggregate of grading as per table 500.4 premixed with bitminous binder ,transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade level and alingment and rolled to achieve the desired compaction as per Technical spection Clause 504.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. By Mechanical Means Type B with Bitumen (S-90)

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.

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

15 mm cement plaster in single coat on fair side of brick/concrete/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.

50 mm thick cement concrete flooring 1:2:4 (1cement :2 sand :4 graded stone aggregate of size 20 mm ) laid over base concrete and finished with a floating coat of neat cement ( base concrete to be paid separately )

Supplying and fixing SFRC manhole cover frame of 500 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

Ravinder Kumar