Reconstruction of V.R.B. (Box Culvert) at Km 166.660 of Lucknow Branch

Amount

E/W in Making Bund on Branch manually or by any means lead up to 30 M & lift upto 1.5 M manual compaction and dressing etc.

E/W in Making Road diversion lead up to 30 M & lift upto 1.5 M I/C Mechanical compaction excluding Manual compaction and dressing etc.

Demolishing Lime concrete Work manually/By mechanical means I/C stacking of steel bars and disposal of unserviceable material withint 50 metres lead as per direction of Eng-in- charge.

Demolishing brick work in lime mortar manually/By mechanical means I/C disposal of unserviceable material withint 50 metres lead as per direction of Eng-in- charge.

Hiring & engaging Diesel Pump of 5 H.P. with POL For Dewatering at site.

E/w in cutting in foundation of box Culvert / Guide wall on channels including lead upto 30 M. And lift upto 1.5 M and disposal and back filling as per direction of engineer-in-charge.

Filling local sand including cost of all material, manual compaction, raming, watering ,Labour T&P etc complete.

Laying Plain Cement Concrete (M-15) in foundation 1:2:4 with Kabrai stone grit of size 10-20 mm including cost of all material, labour, T&p etc for proper completion of work as per direction of Engineer-in-Charge

Laying Plain Cement Concrete (M -10) in foundation 1:3:6 with sand stone ballast of soze 20-40 mm including cost of all material, labour, T&p etc proper completion of work as per direction of Engineer-in-Charge.

Laying Reinforced Cement Concrete (M25) in foundation , wall, slab etc. in 1:1:2 with stone grit of specified grade including cost of material, labour, T&p etc proper completion of work as per direction of Engineer-in-Charge.

Bending,Binding,Cutting and Placing in position reinforcement including all cost of labour and material T&P etc. required for proper and safe completion of work as per drawing provided and direction of Engineer-in-Charge.

Centring and shuttering For R.C.C. Work including rent of shuttering & all cost of labour and all material T&P etc. required for porper and safe completion of work.

Providing & Fixing 110 mm dia PVC drainage spouts complete in all respect including cost of all material, labour T&P etc. as per drawing provided and direction of Engineer-in-Charge.

Class 150 Brick work in 1:3 CM including 3 M lift and 60 M lead including cost of all material, labour, T&P etc. complete.

Providing & Fixing 75 mm dia PVC weep holes complete in all respect including cost of all material, labour and T&P etc. as per drawing provided and direction of Engineer-in-Charge.

Providing & Fixing Bitumen Joint filler Board For Expansion Joints as per drawing provided and direction of Engineer-in-Charge.

Struck Pointing in 1:2 cement and fine Sand mortar including cost of all material, labour, T&P etc complete as per drawing provided and direction of Engineer-in-Charge.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.67 ltr/ 10 sqm)( apex Ultima,wethercoat, all Gard) as per drawing provided and direction of Engineer-in-Charge.

Dry brick on end pitching including preparation of sub grade and filling joints with local sand including cost of Material,Labour T&P etc as per drawing provided and direction of Engineer-in-Charge.

Earth work in Making Embankment By Power transport with lead upto 5 Km including Excavation ,loading, unloading,Royalty ,dressing mechanical completion to achive 98% density.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of Morth

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC and 4% cement (OPC) in mechanical mixer (Pug Mill) carriage of mixed Material by tipper to site, laying in uniform layersin sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to100 KN weight toachive the desired density including lighting, barricading and maintenance of diverion etc as perTables 400.11 & 400.12and TechnicalSpecification Clause 406 of Morth

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per specification provided.

Providing 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/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects

M/S Krishna Associate