Upgradation of Road no. 2, 6, 8 including widening of road no. 2, 6 and Re-construction of one side drain along road no. 6 at I.A. Orai, Site-2, Distt-Jalaun.

Amount

Earth work in Excavation in foundation in soil mixed with gravel & boulders including lift upto 1.5m & lead upto 30m & including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth out side of Industrial Area or as directed by the Engineer -in charge upto a distance of 3.0 km from the foundation trenches.

Collection of Nala bajari including compection and all tax roylaty as per direction of Engineer-in-charge.

Supply & stacking of 45-90mm gauge hard stone ballast from approved quarry for soling coat including royalty, cartage octroi, sales tax whatsoever applicable under rules and also including stacking to the required template after screening at road side, including dressing of side berms as required where metal is to be stacked as per direction of Engineer in charge.

Supply & stacking of 45-63mm gauge hard stone ballast from approved quarry for inter coat including royalty, cartage octroi, sales tax whatsoever applicable under rules and also including stacking to the required template after screening at road side, including dressing of side berms as required where metal is to be stacked as per direction of Engineer in charge.

Supply & stacking of 22.4-53mm gauge hard stone ballast from approved quarry for topcoat including royalty, cartage octroi, sales tax whatsoever applicable under rules and also including stacking to the required template after screening at road side, including dressing of side berms as required where metal is to be stacked as per direction of Engineer in charge.

Supply & stacking of screening material

Consolidation of Nala Bajari 15 cm thick (loose) coat excluding roller hire charge and cost of fuel but including carriage of metal upto 30M and maintenace of barriers all labour and T&P etc required for proper completion of work. The stone ballast is to supplied to the contractor free at site.

Consolidation of 45-90 mm gauge stone ballast 12 cm thick (loose) coat excluding roller hire charge and cost of fuel but including carriage of metal upto 30M and maintenace of barriers all labour and T&P etc required for proper completion of work. The stone ballast is to supplied to the contractor free at site.

Consolidation of 45-63mm gauge stone ballast 10 cm thick (loose) coat excluding roller hire charge and cost of fuel but including repairing of patches picking up old surface spreading ballast making medhies to retain water and carriage of metal upto 30M carriage of water upto 200M and maintenace of barriers all labour and T&P etc required for proper completion of work. The stone ballast is to supplied to the contractor free at site.

Consolidation of 22.4-53mm gauge stone ballast 10 cm thick (loose) coat excluding roller hire charge and cost of fuel but including repairing of patches picking up old surface spreading ballast making medhies to retain water and carriage of metal upto 30M carriage of water upto 200M and maintenace of barriers all labour and T&P etc required for proper completion of work. The stone ballast is to supplied to the contractor free at site.

Water allowance to be allowed on item of consolidation of 45-63 mm gauge and 22.4-53 mm gauge.

Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm 4.5" deep laid with mud mortar including labour and supply of bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer -in-charge.

Providing and laying surface dressing as wearing course in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on proposed surface and rolling with 8-10 tonne smooth wheeled steel roller and also including cost of tack coat @ 0.60 kg / sqm

Provinding and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Bitumen consumption as per circular no. 10598 MT/Samanya Varg/60MT / 2012 dated 23.11.2012).

Providing and laying densed gradded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder @ 4.50 per cent by weight of total mix and filer, trasnporting 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 MORT&H specifications clause 507 complete in all respects.

Provinding and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Bitumen consumption as per circular no. 10598 MT/Samanya Varg/60MT / 2012 dated 23.11.2012).

Providing and laying 40 MM thick Bituminous Concrete with 100-120 P TPH batch type HMP prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 5.0 percent of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specificatio Clause no -509, complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.

Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beds @ 250 gms per sqm are, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from streaks and holes.

Providing and laying rubber moulded reptective Zig-Zag 80 mm thick interlocking tiles of precast compressed cement concrete of 30 mpa (M-30) compressive strength ISI Marked made by table vibratory method, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with ganga sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineerin-Charge including supply of all material, labour, T&P etc. as required for proper completion of the work.

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:5:10 including supply of all materials, labour and T&P etc.required for proper completion of the work.

First class brick work in 1:6 cement and coarse sand of 1.25 FM.mortar in foundation and plinth including supply of all materials, labour and T&P etc.required for proper completion of the work. Note :- Deduction for available bricks 516.15 cum @ 460 no. per cum = 237429.00 no. @ Rs. 5700/- per thousand brick total Rs. 1353345.30 will be deducted.

12mm cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level (1 cement : 4 coarse sand) including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm in grith and finished even and smooth. No extra for mixing any additive.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of size 20 mm nominal size) laid in one layer finished with floating cost of neat cement (40 mm thick floor)

SAKSHI BUILDERS

Clayson Infratech private limited