Road construction work from Aligarh Palwal road to Nagla Karan Singh.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compaacted to meet requirement of table no, 300-2 Carted earth 8 km.As per MORTH Specification 305/SI No 3.18

Brick edging on both side of road of first class bricks 8 cm wide & 12 cm deep lead with mud mortar including all labour and supply of bricks finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge.SI No 765 SOR 2022

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 front end loader at OMC and compacting with vibratory roller to acheive the desired density complete As per MORTH Specification 401/SI No 4.1

Providing, laying, spreading and compacting graded stone aggregate to 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 grader in sub-base/ base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification 406/SI No 4.14

Providing and Applying tack coat with bitumen VG-10 using emulsion bitumen distributor @ 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per morth specification no 503.

Proving and laying Dense qraded bituminous Concrete ( DBM) 75mm Thick With VG - 30,100-120 TPH Batch Type Hot Mix Plant Bituminous binder 4 to 4.5% By Weight of Total mix as per Morth

Providing and Applying tack coat with bitumen VG-10 using emulsion bitumen distributor @ 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per morth specification no 503.

Providing and laying bituminous concrete (BC) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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

Earth work in excavation in foundation trenches in ordinary soil(Loam, Clay or Sand) including laft upto 1.50 M and lead up to 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation trenches ot into the plinth and rewmoval and disposal of surplus Earth as directed by the engineer-in-charge up to a distance of 30m from the foundation trenches.SI No 251 UPPWD SOR-2022

Cement concrete with 4cm gauge stone ballast, fine sand of 1.25 F.M & cement in propotion of 8:4:1 in foundation & under floors including supply of all materials , labour, tools & plants etc. Required for proper completion of the work SI No 275(a) UPPWD SOR-2022

Brick work with common burnt clay F.P.S (non modular) bricks of class Mdesignation -100 class brickwork 1:4 Cement and Coarse sand for foundation and Plinth UPPWD SOR 2022 SI no 6.1.1 page 30

12cm thick plaster with cement and course sand of 1.25 fineness modulus in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all material ,labour tools and plants etc required for proper completion of work.

Concrete with 2 cm. Gauge approved stone ballast, coarse sand and cement in foundation and under floors in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. Required for proper completion of the work.SI No. 279 SOR 2022

Providing and Laying Non Pressure NP-3 class (Medium duty) 900 mm Dia RCC pipes including collers) spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement: 2 Fine sand) including testing of jointings etc.complete Rate=(6800+420)=7220/Cum

R C C work in Slab including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. Including the cost of centering shuttering, finishing and excluding reinforcement .1:1.5:3 (1 Cement :1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size)

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

Please Enable Macros to View BoQ information