Janglote to Dral

Earth work in excavation by mechanical means (hydraulic excavator) over area ( exceeding 30cm in depth , 1.5 mtr in width as well as 10 sqm on plan ), including disposal of excavated earth lead upto 50 mtr and lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed : Ordinary Soil 70%, Ordinary Rock 20% and Hard rock 10 % ( prohibitted blasting ) complete job

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: : Ordinary Soil 70% , Ordinary Rock 20% and Hard Rock 10% ( Prohibitted blasting ) complete job ob

CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering in retaining walls , return walls , walls of any thickness including attached plaster , colloms , piers , abutments , pillars , posts etc with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for walls ( any thickness ) including attached pilaster , buttresses plinth and sting course etc

Supplying and packing of stone boulder in 4mm dia GI wire crates apron complete as per technical specifications and directions of engineer in charge including cost of wire crates.

Const. of GSB by providing and laying close graded material conforming to specification miximg in a mechanical mix plant at OMC , carriage of mixed material by tippers to work site , for all leads and lifts , spreading in uniform thickness in layers with motor grader on prepared surface and compacting with vibratory power Roller to achive the desired density complete as per specification and direction of engineer in charge with material conforming to grade G-1 ( size range 75mm to 0.075 mm )

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 mechanical mix plant, carriage of mixed material by tipper to site, 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 achieve the desired density, complete as per specifications and directions of Engineer-in-Charge .

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On bitumen surface @ 0.50 Kg/sqm.

2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG-30 with no solvent.

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete

Providing and laying of Hume pipe NP3 1000MM Dia RCC pipes including collars / spigit joint with stif mixture of cement mortar in the portion 1:2 mix including testing of joints etc laying mannual / mechanically

Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work including material , labour all leads , lifts and carriage of material by MT/HL(for berm filling)

Carriage of materials by M.T. from source to site of work incl. loading/unloading complete.a) Carriage of sand for an Average lead of 10.0km

b) Carriage of 20mm Stone Aggregate for an Average lead of 10.0km

c) Carriage of 40 mm stone aggregate for an avg lead of 10.0 km

c) Carriage of boulders for an avg lead of 10.0 km