| 1 | BOQ | TBSCE.II-04 | 120.00 | Kg | 104.53 | 12544.00 |
| Supply and fixing of MS nuts and bolts with holding strip including cost and conveyance of all materials and labour charges as per specifications. |
| 2 | BOQ | As Directed by Engineer in charge | 72.00 | Kg | 161.43 | 11623.00 |
| Supply and fixing of MS flats 25mm x 3mm X100mm size including labour charges for drilling 2nos holes for fixing the chainlink mesh for complete item of work as directed by the Department. (1.05*1*.025*.003*0.1*7850=0.06kg) |
| 3 | BOQ | TBSCE.II-04 | 1440.00 | Sqm | 589.66 | 849110.00 |
| Supply, Delivery and fixing of hot dipped Galvanized Iron Chain link mesh 8 gauge -(4.0 mm) as per IS: 2721-1979- 2\"x2\" (50 mm x 50 mm)- 8 Gauge including cost and conveyance of material to site etc and labour charges complete etc as directed by the Dept., officials. |
| 4 | BOQ | TBSP-G.I12 | 1440.00 | Kg | 543.08 | 782035.00 |
| S& F 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark of 3m length and GI fittings including the cost of pipe & its fittings & labour charges of drilling holes of 6nos suitable for fixing nuts and bolts for fixing chainlink mesh . |
| 5 | BOQ | MORTH SPEC 1500, 1700 & 2100 P12.8 | 30.00 | Cum | 6506.05 | 195182.00 |
| Plain Cement Concrete (1:2:4) using 20mm metal with concrete mixture including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc to site, excluding seigniorage charges and all operational, incidental and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15 cms, finishing top surface, curing concrete etc complete as directed by the Department for finished item of work. |
| 6 | BOQ | MORTH 803 P 8.8 | 760.00 | Sqm | 173.87 | 132141.00 |
| Painting one coat of water based primer and two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Total 3 Coats)as per morth 5th revision & as directed by Engineer-In-Charge |
| 7 | BOQ | MORTH-803-8.8 | 1104.00 | Sqm | 204.56 | 225834.00 |
| Painting with synthetic enamel paint 2 coats over primary coat of Red-oxide Paint including cost and conveyance of all materials, labour charges etc. complete |
| 8 | BOQ | BLD-CSTN-10-7 | 1512.00 | Sqm | 216.00 | 326592.00 |
| Painting Walls with Clear Varnishing or other equal and approved Water Proof Cement Paint over Priming Coat, two Coat (All Colours) |
| 9 | BOQ | BLD-CSTN-10-4 | 2444.50 | Sqm | 178.75 | 436954.00 |
| PaintingWalls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, two Coat (All Colours) |
| 10 | BOQ | TBSC-C.IX-03 | 3140.00 | Sqm | 691.20 | 2170368.00 |
| Providing and Laying of Interlocking Concrete Block Pavements using precast concrete blocks for paving of M-40 grade and thickness not less than 80 mm for Medium traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer\s specification as per drawings and technical specification Clause 1504 MORD., complete for finished item of work. |
| 11 | BOQ | As Directed by Engineer in charge | 314.00 | Cum | 1023.71 | 321445.00 |
| Filling with Crusher stone dust finer than 3 mm with not more than 10% passing 0.075 sieve including supply and delivery of crusher stone dust and convenance charges, filling charges watering tamping and ramming and all labour charges and operational charges complete as directed by the departmental officer |
| 12 | BOQ | Approved rates of GHMc & HMDA. | 2534.00 | Each | 241.00 | 610694.00 |
| Supply and Fixing of precast C.C blocks for kerbing made with rubberised moulds of M-30 Grade Design Mix with 350kgs of cement per cum of concrete, 20mm-6mm nominal size hard granite machine crushed metal at 0.8cum of concrtete and sand at 0.4cum of concrete, with true alignment as specified by the department to form divider including pointing with cement 1:3 proportion including cost of conveyance of materials like sand, water, coarse aggrgates, cement, curing and labour charges, etc., size 600x400x110mm/50mm |
| 13 | BOQ | As Directed by Engineer in charge | 883.00 | Cum | 348.44 | 307673.00 |
| Collection and supply and spreading of Carted earth including watering and rolling with Hand roller irresppective of thickness to achive the desired dencity as per Technical specification and excluding Seigniorage charges |
| 14 | BOQ | IRR-DAW-5-5 | 5997.00 | Cum | 153.60 | 921139.00 |
| Formation of embankment using soil from sideway excavated area in layers of 25 to 30 cm before compaction cost of labour, all operations such as spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. |
