Construction of gravel road in city side area at Kishangarh Airport

Amount

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

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

Construction of embankment with approved material obtained from borrow pits (outside airport premises) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to achieve the desired compactions as specified in technical specifications (based on MORTH) etc. complete in all respects and as directed by Engineer-in-charge.

Earth work in excavation in all kinds of soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimiming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location with all lifts and leads within airport premises as per satisfaction and direction of Engineer-In-Charge.

Construction of embankment with approved materials deposited at site from cutting within airport premises and spreding, grading to required slope and compacted to achieve the desired compaction as specified in technical specification (based on MORTH) etc. complete in all respects and directed by Engineer-in-charge.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

PRADHAN ENTERPRISES

Lok Shail Enterprises

Edifice Enterprises

S.K. CONSTRUCTION

Bhagirath Khawa

Akshay Infra Projects

SITARAM PATUSARIA

M/S JASPAL SINGH

MS SHIV SHAKTI CONSTRUCTION

SAI BHAVANI INFRABUILD PRIVATE LIMITED

Cosmo Infrasolutions