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| 1 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth upto 3 metre |
| 2 | Slab Culvert CH-1/950 |
| 3 | HPC CH-1/850 |
| 4 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 5 | Slab Culvert CH-1/950 |
| 6 | HPC CH-1/850 |
| 7 | Stone masonry work in cement mortarwith mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in CM 1:4 Random rubble masonry |
| 8 | Slab Culvert CH-1/950 |
| 9 | HPC CH-1/850 |
| 10 | Stone masonry work in cement mortarwith mechanical mixer for superstructure(any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in CM 1:4 Random rubble masonry |
| 11 | Slab Culvert CH-1/950 |
| 12 | Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700 M 25 grade solid slab superstructure |
| 13 | Slab Culvert CH-1/950 |
| 14 | Providing and laying Steel reinforcement at any level in Superstructure complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 TMT Steel bar reinforcement |
| 15 | Slab Culvert CH-1/950 |
| 16 | Providing and laying cement concrete coping 1:2:4 mix, complete as per specifications 75 mm thick |
| 17 | Slab Culvert CH-1/950 |
| 18 | HPC CH-1/850 |
| 19 | Providing and fixing 20mm thick compressible fibre board in expansion joint complete. |
| 20 | Slab Culvert CH-1/950 |
| 21 | Providing Cement plaster 20mm thick in cement mortar 1:4 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 22 | Slab Culvert CH-1/950 |
| 23 | HPC CH-1/850 |
| 24 | ProvidingandlayingPlaincement concrete mix with stone aggregate 20 mm nominal size mechnicallymixedandvibrated in foundationup toadepthof1.50 metresbelow ground leveland/or1.50 metres aboveground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level |
| 25 | Slab Culvert |
| 26 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5 with lead 50 mtr to - 500mtr |
| 27 | Slab Culvert CH-1/950 |
| 28 | HPC CH-1/850 |
| 29 | Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead. |
| 30 | Slab Culvert CH-1/950 |
| 31 | HPC CH-1/850 |
| 32 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803 |
| 33 | Slab Culvert CH-1/950 |
| 34 | HPC CH-1/850 |
| 35 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP-3600 mm dia |
| 36 | HPC CH-1/850 |
