Construction of C.C. Road from Main Road to School at Eklavya Model Residencial School, Banpur, Lalitpur

Construction of RCC Road

Earth work in embankment with carted earth average lead 3.00 Km.

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

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

Concrete with 4cm(1½") gauge stone ballast, coarse sand of 1.25 Fineness modulous and cement in propotion of 8:4:1 in foundations and under floors, including supply of all materials, labour and T&P etc. Required for proper completion

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

Cutting And Make Expension Joint

Polythene sheet 125 micron below PCC

Construction of Edge Wall to Support/Protect CC Work

Earth work in excavation in foundation in kankar and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge into a distance pickaxes, subbals etc.

Concrete with 4cm(1½") gauge stone ballast, coarse sand of 1.25 Fineness modulous and cement in propotion of 8:4:1 in foundations and under floors, including supply of all materials, labour and T&P etc. Required for proper completion

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

1:2:4 (1 cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.

Construction of Kerb Stone Edging

Earth work in excavation in foundation in kankar and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge into a distance pickaxes, subbals etc.

Concrete with 4cm(1½") gauge stone ballast, coarse sand of 1.25 Fineness modulous and cement in propotion of 8:4:1 in foundations and under floors, including supply of all materials, labour and T&P etc. Required for proper completion

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Construction of Various Type of Work in CC Road (Drain/culvert/cowcather/np2 Pipe)

Earth work in excavation in foundation in kankar and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge into a distance pickaxes, subbals etc.

Concrete with 4cm(1½") gauge stone ballast, coarse sand of 1.25 Fineness modulous and cement in propotion of 8:4:1 in foundations and under floors, including supply of all materials, labour and T&P etc. Required for proper completion

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

1:2:4 (1 cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

12 mm cement plaster finished with a floating coat of neat cement of mix :

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :450 mm dia

Widening of Culvert

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :

Earth work in excavation in foundation in kankar and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge into a distance pickaxes, subbals etc.

Concrete with 4cm(1½") gauge stone ballast, coarse sand of 1.25 Fineness modulous and cement in propotion of 8:4:1 in foundations and under floors, including supply of all materials, labour and T&P etc. Required for proper completion

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

1:2:4 (1 cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :

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