Directorate Of Urban Local Bodies Tender

6.35.1-Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete up to plinth level. MATERIAL:- (B0041+CA011+LS004) LABOUR:- (LS004+LB

21.96.1-Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment :- 200 mm Outside Dia

21.95.5-Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being :- 600 mm

21.52-Constructing standard drain, type house connection complete consisting of concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6mm thick rendering concrete to be of 1:3:6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar.

17.71-Relaying of available (dismantled and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504

17.7-Dismantling of IPB by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 m as per technical specification clause 202.3

17.69.2-Interlocking Concrete Block Pavement :- Providing and Laying of Interlocking Concrete Block Pavement having thickness 80 mm as per drawings and Technical Specification Clause 1504

17.45-Cement Concrete Pavement:- Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exce

6.22.2.3-M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Details of cost for 1.00 cum MATERIAL:- (B0017+B0019+CA012+CA008+B0036+CA009+B0029+CA015+B0072) MACHINERY:- Production cost, pumping to respective floors and laying in position(PM00

13.1.1-STEEL AND IRON WORK:- Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.:-F

11.6.1-15 mm cement plaster on the rough side of single or half brick wall of mix : :- 1:4 (1 cement: 4 fine sand)

7.21.1-Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in :- Cement mortar 1:4 (1 cement : 4 coarse sand)

17.6-Construction of Embankment with Material obtained from Borrowpits:- Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to requi

7.21.1-Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in :- Cement mortar 1:4 (1 cement : 4 coarse sand)

17.6-Construction of Embankment with Material obtained from Borrowpits:- Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to requi

17.6-Construction of Embankment with Material obtained from Borrowpits:- Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to requi