SITC of 1no 80MT capacity (12mx3m size) Electronic Weighbridge and Construction of foundation with ramp of Weighbridge (12mx3m) at Proposed Galla Mandi Rudrapur

Amount

Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.95m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. (2.8.1)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.(2.25)

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge.(2.38)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(2.27)

Providing and laying in position cement concrete 1:4:8 (1cement :4fine sand:08graded stone aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level.(4.1.8)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level.(5.33.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level.(5.33.2)

Centering shuttering including strutting, propping etc. and removal of form work.(5.9.2)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level., Thermo-Mechanically Treated bars of grade Fe-500D or more.(5.22.6)

15 mm cement plaster on the rough side of single or half brick wall of mix, 1:6 (1 cement: 6 fine sand)(13.2.2)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.(13.62.1)

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, Using naturally occuring gravel.(4-11-1)

S.I.T.C. of fully electronic weighbridge capacity 80MT, platform size 12Mx3M, pitless type, accuracy 10 kg, load cells 06 nos. of capacity 30 MT each, Girder size: side joists: 450x140mm- 2 nos., Cross joists: 300x140mm- 6 nos., longitudinal joists : 4 nos. Plate thickness: 10mm complete in all respects.

Supply of Personal Computer i3 Acer Make RAM- 4 GB, 1 TB HDD Model: Veriton M 200-H410 complete in all respects.

Supply of Printer Dot Matrix 80 Coloum complete in all respects.

Supply of UPS offline Microteck 1 KVA with two number batteries 130-AH Make: EXIDE/ AMRON With Trolley complete in all respects.

Weighpro software (for each licence)

Domain name & cloud server (Each Year)

Stamping Charges of weighbridge.

Pre Fabricated cabin 8x10 feet complete in all respects.

SAINKO SYSTEMS

GREAT WEIGH(INDIA)