C/O Boundary wall and breast wall around skill development training centre at Khanyara Ward No.15

Amount

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres. Pick Work including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in Vertical surfaces such as walls (any thickness) partitions and the likeincluding attached pillasters buttresses, plinth and string courses and the like including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 Graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc. including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:Foundation and plinth including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Random rubble masonry/polygonal rubble masonry (uncoursed/ brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level in Cement Mortar 1:6(1 cement:6 sand)

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) excluding cost of centring and shuttering in Foundations and plinth including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Brick work using common burnt clay building bricks in Square and rectangular pillars in :Cement Mortar 1:6 (1 Cement : 6 Sand) Second Class Bricks including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Half brick masonry in common burnt clay building bricks in Cement Mortar 1:4 (1 cement:4 sand) Second Class Bricks including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Steel work welded in built up sections,trusses and framed work, including cutting , hoisting fixing in position and applying a priming coat of red lead paint.In gratings framed guar bars, ladders, railling, brackets and similar works including all lead and lifts and carriage of material as directed by the Engineer-in-charge

10mm cement plaster in single coat on fair side of brick/concrete walls for internal plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar (1:5) including all lead and lifts and carriage of material as directed by the Engineer-in-charge

15mm Cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar(1:5) including all lead and lifts and carriage of material as directed by the Engineer-in-charge

20 mm cement concrete topping 1:2 to 3(1 cement: 2 to 3 stone aggregate of size 4.75 mm and below, by volume) laid over and finished monolithic with base concrete including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Applying priming coat on new concrete/masonry/asbestos cement/ plastered surfaces after and including preparing the surface by thoroughly cleaning oil,grease,dirt and other foreign matter and sand papering as required with Readymixed primer including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Painting two coats(excluding priming coat on new concrete masonry/ plaster surfaces with readymixed paint brushing for use on floors to give an even shade including cleaning the surface of all dirt,dust and other foreign matter and sand papering as required with:--Paint other than whiteincluding all lead and lifts and carriage of material as directed by the Engineer-in-charge

Painting two costs (excluding priming cost on new steel and other metal surfaces eith enamel paint brushin to give an even shade including cleaning the surface of all dirt,dust and other foregin matters :--Enamel paint other than white including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for 60mm thick inter locking blocks including all lead and lifts and carriage of material as directed by the Engineer-in-charge

P/F 100 mm dia pipe PVC weep holes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall, return wall extending through the full width of the structures with slope of 1(V):20(H) towards drawing face compllete as per drawing & technical specification clause 614,709,1204.3.7 including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Nishant Kapoor