Construction of drain, restoration of road by way of metal patches PL 20mm thick OGPC at Major Institute of Education in Boota Nagar enclave Lane No. 2 Mandlik Nagar park

Amount

Labour engaged for bush cutting, cutting of patches and clearance of road surface as per directions of engineer in charge.

Earthwork excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5 Mtr including disposal of excavated earth upto 1 mtr from cutting Edge, disposed earth is to be levelled and neatly dressed in all kinds of soil.

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 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

Providing and laying in position specified grade of reinforced cement concrete in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level

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

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations, footings, bases of columns etc. for mass concrete.

Suspended floors, roofs, landings, balconies and access platforms

Providing and laying WBM Gr -III with specified size of stone aggregate, stone screening & binding material complete incl. sorting, spreading to template and consolidation with Power Road Roller of 8 to 10 tonne capacity etc. complete base course with 53 to 22.4mm size and stone screening 11.2mm size including all leads, lifts and carriage complete.

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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 W.B.M. @ 0.75 Kg/sqm

On bitumen surface @ 0.50 Kg/sqm.

Providing and laying 20mm thick open graded premix carpet with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filter and stone aggregate in hot mix plant transporting the mixed material by tipper to pavers at site of work and laying the mixed material with mechanical paver finisher to the desired density and compacted including cost of priming coat / tack coat dressing of berms including cutting/ filling with RBM upto 1m width on both sided of road surface including disposal of mulba to proper specified place (bitumen used shall be VG-30 and grading of mix shall be as per the relevant clause of MORT and H) all complete including cost of bitumen and all sort of taxes including tack caat & seal coak and all carriage complete.

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-10 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.

Disposal of mulba obtained from removal of mulba by mechnical transport including loading / unloading and carriage complete fof an av. Lead upto 15 kms.

Carriage of material by MT including loading /Unloading and stacking at site completed.

Stone aggregate 40mm below for an average lead of 15km.

Sand for an average lead of 15km.

gokulmehta

VIKRAM SINGH