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Tender For Construction Work Of Minor Bridge, Protective Work And Approach Road On Irrigation Department Hamirpur Minor At Km 20.00 (Chitgawan) Of Daboh-Pooch-Gursarai-Tikamgarh (Sh-131) Road In Jhansi District, 1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.As per MORTH Data Book & Specification clause 2.04-202(II). 2 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 and backfilling with approved material.As per MORTH Data Book & Specification clause 15.01-304 B-1 3 Sand Filling in Foundation Trenches as per Drawing & Technical Specification.As per MORTH Data Book & Specification clause 15.03-304 4 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.MORTH Data Book & Specification clause 12.25 5 Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.MORTH Data Book & Specification clause 12.22 6 Providing and laying of PCC M15 levelling course 150 mm thick below the pile cap.MORTH Data Book & Specification clause 12.41 7 Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification .(RCC Grade M35 using batching plant & Concrete pump)MORTH Data Book & Specification clause 12.40 8 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MORTH Data Book & Specification clause 12.42 9 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(RCC Grade M30 using batching plant transit mixer & Concrete pump)MORTH Data Book & Specification clause 13.05 10 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MORTH Data Book & Specification clause 13.06 11 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.MORTH Data Book & Specification clause 13.18 (For 450 Tonne) 12 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 45.MORTH Data Book & Specification clause -14.01 13 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MORTH Data Book & Specification clause -14.02 14 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 40.MORTH Data Book & Specification clause -14.01 E 15 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.MORTH Data Book & Specification clause -14.04 16 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.MORTH Data Book & Specification clause -14.10 17 Reinforced cement concrete approach slab(M 30) including reinforcement and formwork complete as per drawing and Technical specification.MORTH Data Book & Specification clause -14.11 18 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer"s instructions for installation.MORTH Data Book & Specification clause 19 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.MORTH Data Book & Specification clause -14.03 20 Drainage Spouts complete as per drawing and Technical specification.MORTH Data Book & Specification clause- 14.09 21 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.As per MORTH Data Book & Specification clause 3.16-3.5 22 Construction of Subgrade and Earthen Shoulders with Material with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.As per MORTH Data Book & Specification clause 3.18-305 23 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.As per MORTH Data Book & Specification clause 4.01-401 24 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 25 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means.As per MORTH Data Book & Specification clause 5.01-502 A(I) 26 Providing and applying tack coat with bitumen VG10 using Bitumen pressure distributor at the rate of0.20kg per sqm on the prepared bituminous surface cleaned with air compressor.As per MORTH Data Book & Specification clause 5.02-503(II) 27 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. 28 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 29 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 30 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 31 Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409.As per MORTH Data Book & Specification clause 8.2-409
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