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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MORT&H sr. 12.08 Technical Specifications 1500,1700 & 2100. PCC Grade M15 |
| 4 | Reinforced Cement Concrete Grade M30 using batching plant, transite mixer & concrete pump in Well Foundation complete as per Drawing and Technical Specification. 12.08 G |
| 5 | Reinforced Cement Concrete Grade M35 using batching plant, transite mixer & concrete pump in Well Foundation complete as per Drawing and Technical Specification. |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 7 | Providing Weephole in rainforcement concreet slab ,abutment,wing wall with 100 mm dia ac pipe extending through the full width of the structure with slop of 1V:20H towards drawing face ,complete as per drawing and specifacation as MORTH Spec 2706 and 2200 |
| 8 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. MORTH 800 Sr no. 14.16 |
| 9 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05 |
| 10 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications MORTH 2503 Sr No. 16.01 |
| 11 | Construction of embankment with approved material obtained from borrow pits with atti ifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 3001.2 with a lead upto 1000m as per Tecnical Specification Clause 301.5 |
| 12 | Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.1 |
| 13 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 4.7-405(2) |
| 14 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 4.7-405(3) |
| 15 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70- Kg/Sqm using mechanical means as per Technical Specification Clause 5.1-502. |
| 16 | Providing and applying tack coat with Bitumen VG-10 distributor at the rate of 0.30 kg per sqm on the prepared granular /Bituminus surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 17 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 508) |
| 18 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. |
| 19 | Excabation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 |
| 20 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 21 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203 |
| 22 | Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe (As per N.S. Item No. 2 C) |
| 23 | Struck pointing with cement mortar consisting of one part cement and 2 part of fine sand of 1.25 F.M. on brick work including supply of all material, labour and T & P etc. required for proper completionof the work. (S.I.No. 574) |
| 24 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 25 | Supply of R.C.C. Hume Pipe 350 mm NP-3 1x7.50 RM |
| 26 | Supply of R.C.C. Hume Pipe 1000 mm dia NP-3 1x7.50 RM |
| 27 | Laying & Fixing of R.C.C. Hume Pipe (NP3) as per direction of E/I H.P. NP3, 350 mm dia 1 x 7.50 R.M |
| 28 | Laying & Fixing of R.C.C. Hume Pipe (NP3) as per direction of E/I H.P. NP3 1000 mm dia 1 x 7.50 R.M Please Enable Macros to View BoQ information |
