| 1 | CC ROAD CHERLAPALLY | 401.0 | 518.00 | cum | 589.00 | 305102.00 |
| Providing gravel berms to the required thickness including spreading in layers of 150 mm thick with side slope of 2:1(2H:1V),sectioning each layer to proper camber, watering, consolidation of each layer with vibratory roller of 8 to10 tonnes capacity to achieve desired density at OMC including cost conveyance of gravel, water etc., to site, seigniorage charges, labour charges for all operations, hire and operational charges of vibratory roller and other T&P diversion of traffic, etc., complete for finished item of work, except GST& Seigniorage charges, as per MORT&H (5th Revision) Spc.No.401. |
| 2 | CC ROAD CHERLAPALLY | Spl. Specification. | 1700.00 | Rmt | 200.40 | 340680.00 |
| Supply and fixing of High performance expansion joint filler board conforming to M.O.S.T \"Silfex\" Capcell HD-100 of 20mm thick to a depth of 175mm for expansion joints including chipping and clearing the expansion joint groove and pouring bitumen including heating, sprinkling coarse sand etc including cost and conveyance of all material, labour charges for all operations,complete for finished item of works. ( Excluding GST) |
| 3 | CC ROAD CHERLAPALLY | 1501.0 | 1440.00 | Cum | 6322.00 | 9103680.00 |
| Construction of un-reinforced plain cement concrete pavement M30 (Grade) over a prepared sub base, coarse and fine aggregates conforming to IS : 383, Crushed stone aggregate of 25mm and 12.5mm size graded as per table 1500.1, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design with minimum cement content of 380 kg/cum laid in alternate panels with approved fixed side formwork of steel channel, wedges, steel plates including levelling the formwork as per drawing, cleaning the surface with air compressor initially and finally, laying and fixing of 125 micron thick approved polythene film made of 100% virgin LDPE, laying and spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation to lines and grade, curing of concrete slabs for 14- days including cost and conveyance of all material, labour charges for all operations, hire and operational charges of all T&P, diversion of traffic etc. complete for finished item of work as per drawing and Technical Specification Clause 1501 MORD. (Excluding GST & Seiniorage charges) |
| 4 | CC ROAD CHERLAPALLY | 1600.0 | 53.28 | MT | 62630.00 | 3336926.40 |
| HYSD steel (Fe 415 grade -TMT bars)(Cold twistwd high strength deformed Bars)wroght and put up including decoing ,bening,cranking and typing them after placing in position as per the approved structural designs and drawing and as directed by the Engineer-in -charge ,all taxes including cost,conveyance of steel,binding wire and all labour charges for fabiraction etc.,complet for finished item of work.as per MORTH SPECIFICATION 1600. Except GST. |
| 5 | CC ROAD CHERLAPALLY | 2100.0 | 1100.00 | Cum | 3855.00 | 4240500.00 |
| Laying Plain Cement concrete (1:4:8) Prop using 40mm size HBG machine crushed stone aggregate confirming to table 1000-1 and fine aggregate { 50% of River Sand (Natural Sand) & 50% of Manufactured Sand/Crushed stone sand/Rock sand 4.75mm to 2.36 mm confirming to IS 383 } conforming to table 1000-2 of MORT&H specification including cost, seigniorage conveyance of all materials (viz) cement, stone aggregate, sand, water etc., to site, labour charges for all operations, machine mixing, laying, finishing smooth to required level, curing, all other incidental and operational charges etc, complete for finished item of work as per MORT&H specification 2100 (5th revision) and as directed by the Engineer-in-charge , except GST & Seigniorage charges, for open foundations. |
| 6 | CC ROAD CHERLAPALLY | Spl. Specification. | 2160.00 | Cum | 94.10 | 203256.00 |
| Conveyance of excavated soils with machinery per 5km for transportation of materials by tipper and truck including loading un loading the following lead and dumping on the road alignment wherever required as directed by Engineer -in- charge. Excluding GST. |
| 7 | CC ROAD CHERLAPALLY | 301.0 | 2160.00 | Cum | 60.00 | 129600.00 |
| Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m, Excluding GST as per MORTH - 301. |
