C/o road from SC basti uperli Bhud to Morepin factory. (RD 0/00 to 0/500) (SH- tiled road and drain), C/o road from the house of Nand lal to Gujjar basti in village khas khol. (RD 0/00 to 1/00) (SH- Retaining wall, drain, tiled road and slab culvert

Amount

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

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 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 including cost of form work ,centerring, shuttering etc. (i) Nominal mix (1:2:4)

Providind and laying cement concrete 1:1.5:3 ( M-25)with mechanically mixed and viberated having size of course aggregate 20 mm and curing complete including cost of form work supporting, shuttering etc. but excluding reinforcement for reinforced concrete work in Foundation,footing bases of columns and the like and mass concrete

Providing mild steel/Tor steel reinforcement of TATA TISCON / SAIL for R.C.C. work including bending, binding and placing in position including overlaps, chairs etc. complete upto floor two level :- TMT steel.

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 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 -I (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 -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 laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning 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

Providing and laying 25 mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bitminous binder @ 5.4 to 5.6 percent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and alingment, rolling with smooth wheeled , vibratory and tandem roller to achieve the desired compaction as MORTH specification Clause No. 509 complete in all respects.

Providing and laying reinforced cement concrete pipe NP3 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.

900 mm dia

600 mm dia

450 mm dia

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. marka interlocking blocks.

Constructing man hole with RCC top slab in 1:2:4 mix (1cement:2sand: 4graded stone aggregate 20mm nominal size ) Foundation concrete 1:4:8 (1cement : 4sand : 8 graded stone aggregate 40mm nominal size) inside plastering 15mm thick with cement mortar 1:3(1 cement:3 sand) finished with a floating coat of neat cement and including making channels in cement concrete 1:2:4 mix (1cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished smooth complete including curing and testing Inside size 800 mm x 800mm. & 1000 mm. deep including S. F. R. C. cover with frame ( Medium duty 560 mm. internal dimensions total weight of cover and frame to be not less then 173kg ( weight of cover 70 kg and weight of frame 103 kg ) (a) With 230 mm. thick walls of brick masonry using common brunt clay building bricks in cement morter 1:3 ( 1 cement 3 sand ) and carriage of materials in all leads and lifts .

AIDANT IMPLEMENTATION PRIVATE LIMITED

Narinder Kumar

SUSHIL CHANDEL

mangla constructions