ROAD WITH GUARD WALL

Amount

Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. Including Royalty @ Rs. 30.0 per cum , cost of watering, rolling & compaction

Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Rate per cum for grading-III Material

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering - All works upto plinth level. 1:2:4 (1 cement: 2 coarse sand(zone III):4 graded stone concrete 40mm nominal size)

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).

Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.(75MM THK)

Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering - All works upto plinth level. 1:3:6 (1 cement: 3 coarse sand(zone III):6 graded stone concrete 20mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement - All works upto plinth level. 1:1.5:3 (1 cement: 1.5 coarse sand(zone III):3 graded stone concrete 20mm nominal size)

Providing tor steel reinforcement of 10mm,12mm & 16mm bars as per approved design and drawing. 10mm fe 500

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

Single arm 1m long

1) Solar module 12V , 75 watt 2) Battery 12 V , 40 AH

Swaged tubular pole (410 sp-2) of height 7mtr….

10 SQMM 4 CORE PVC/XLPE indulated PVC sheathed

35 sqmm, 3.5 core

Supply of 80mm GI pipe (ISI-Medium), for road crossing.

Supply of 50mm GI pipe (ISI-Medium), for road crossing.

CEMENT(3 Km radius)

SAND(8 Km radius)

COURSE AGGREGATE(65 Km radius)

STEEL (3 Km radius)

Bricks(8 Km radius)

ADD GST @12%

ADD LABOUR CESS @1%

M/S AKASH CONSTRUCTION