SRMO Industrial Area Davni, Teh. Baddi, Distt. Solan (HP). (SH-Re-carpeting and repair to road work and dressing of berms).

Amount

Excavation in earthwork in all kind of soil and disposal of all excavated earth upto all lead and lifts disposed earth to be levelled and neatly dressed.

Excavation in foundation, trenches etc. in earth work in all kind of soil lifts upto all heights and stacking the excavated soil in all specified distance. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all the surplus excavated earth as directed within all leads and lifts.

Providing and laying cement conrete 1:4:8(1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curring complete exculding cost of form work in foundation and plinth.

Providing form work with steel plates 3.15mm thick weled with angle iron in frame 30x30x5mm so as to give a fair finish including levelling centering, shuttering strutting and propping etc. With wooden battens and ballies, hight of propping and cenring below supporting floor to ceiling in all heights and removal of the same for in-stu reinforced concrete and plain concrete work in:- a) Vertical surface such as walls ( any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like.

Providing and laying cement conrete 1:4:8(1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curring complete exculding cost of form work in in walls including atttached buttreses, pilasters and their caps and bases and string courses etc. upto floor two level.

Providing and laying cement concrete 1:3:6 (1cement:3sand:6graded stone agregate 20mm nominal size ) and curring complete excluding cost of form work in walls including atttached buttreses, pilasters and their caps and bases and string courses etc. upto floor two level.

Cement concrete flooring 1:2:4 (1cement: 2sand: 4graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement 50mm thick.

Boulder/ stone filling behind the retaining wall.

Providing weephole in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 ( V ) : 20 ( H ) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

WMM Providing , laying ,spreading and compacting graded stone aggregate to wet mix macadam specification including ,premixing the material with water at OMC in mechanical mixer (pug Mill) ,carrage of mixed material by tipper to site ,laying in unifrom layers in sub base/ base course on a well prepared sub base and compacting with smooth wheel rollar of 80 to 100 KN weight to achive the desired density including lighting , barricading and maintenance of diversion , etc, as per Tables 400.11 & 400.12 and technical specification clause 406. By mechanical means in all leads.

Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of WMM i/c cleaning of road surface and spraying primer at the rate of 0.90-1.20 Kg/Sqm using mechanical means as per Technical specification clause 502.

Providing and applying Tack coat with bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared non -bituminous surfaces (cement concrete pavement) cleaned with hydraulic broom as per Technical Specification clause-503.

Providing & laying 30 mm thick bituminous concrete with 100.120 TPH batch type hot mix plant producing an average output of 75 tonnes / hect. Crushed aggregate of specified grading premixed with bitumenous binder @ 5.40to 5.60 % by mass of total mix transporting the hot mix to work site laying with a hydralatic paver finisher with with censor control to the required grade level & alignment rolling with smooth wheeled vibratory & tendom roller to achive the desired compaction as per MORTH specifications clause No. 507 complete in all respects using i/c filler (cement) @ 2% of total weight of aggregate. (S-90/VG-10) bitumen binder type-B(by mechnical means)

BITUMINOUS MACADAM:- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.7 premixed with bituminous binder, transported to site upto all leads and lifts laid over a previously prepared surface grade level and alignment and rolled to achieve the desired compaction as per MORD Technical Specification Clause-504.

Dressing the ground including cutting and filling upto 15cm

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single row:- Providing and laying reinforced cement concrete pipe NP3 for culverts on Ist class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per clause 1108:- (i) 900mm dia.

Excavation in dumped stones or mulba including stacking of serviceable and un-serviceable material separately and disposal of unserviceable material lead upto all leads & lifts disposed earth to be levelled and neatly dressed (in drain).

SUNDLAS BUILDERS (P) LTD.