Constructions of four lane yet ayodhya sultanpur NH-330 to airport.

Amount

Construction of embankment with approved materials obtained from Borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of Granular Sub-Base by providing Close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401

Providing, laying, spreading and compacting graded stone aggregate in layers Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate in layers Stablized Wet Mix Macadam specification with 1% cement +3.5% bitumen emulsion including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying tack coat with bitumen (VG 10) using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder bitumen VG-30 @ 4.5 per cent by weight of total 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder bitumen VG-30 @ 5.4 per cent 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Providing and Laying of 80mm thick rubber moulded reflective Zig Zag Shape inter locking tiles of precost compressive strength in Gray and Red Colour over prepared base of GSB using local sand for levelling and joing filling i/c all cost of labour T&P etc. required for proper completion of work.

Earth-work Excavation in trenches for foundations pipes, cable etc,(Loan clay or sand) including lift upto 1.5m lead upto 50m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within ahead of 30m.

PCC in 1:3:6 with cement coarse sand and 40mm size stone ballast including supply of all materials , labour T & P etc and curing complete also including cost of formwork in foundation and floor as per SI no 280

Painting or Vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & 2 coat of approved superior ready mixed paint of clear syuthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work. Paint to be used should confirm to the I.S.I. No. 103-1950 (SI.No 641&642)

Construction of cement concrete kerb with top and bottom width 115 and 165mm respectively, 250mm high in M20 grade PCC on M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.

R.C.C. 1:2:4 with cement , coarse sand and 20mm stone grit as per S.I.No 282

Class-150 brick work in 1:3 Cement and Coarse sand of mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

Class-150 brick work in 1:3 Cement and Coarse sand of mortar in Super Structure including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work

R.C.C. M25 grade in Slab and bed block in Super structure as per technical drawing and specification. (Deck Slab)

Supplying, fitting and placing un-coated Mild steel reinforcement complete as per drawing and technical specification

Supply and fixing of 10cm internal Dia Ac Down pipes required for proper completion of work in weep holes.

Struck Pointing on brick work with cement mortar 1:2 (1Cement :2 sand)

Back filling behind abutment, wing wall and retaining wall complete as per drawing and technical specification clause 1204.3.8 of MORD specification.

Earth work in filling including ramming dressing and earth botained from baropit area.

M20 R.C.C. work including cost of gritt coarse sand and cement all material labour T&P etc.

Providing and fixing of tarfelt in culvert including cost of material labour T&P etc.

SRIJAN CONSTRUCTION

S.R. Infraconstruction Pvt Ltd

Priya Construction

M/s Chopra Traders