Rehabilitation Work Of Bank More Flyover Under Plan Head For The Year 2022-23.

Amount

Clearing grass and removal of rubbish in the Deck slab Edges by Manual means as per the Clause 201 of MoRT&H Specification.

Dismantling of Structures (Dismantling of existing structures with RCC works and wearing coat wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres). Flexible wearing coat

Dismantling of Structures (Dismantling of existing structures with RCC works and wearing coat wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres). Railing and parapet

Dismantling of Structures (Dismantling of existing structures with RCC works and wearing coat wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres). Shops below 13 spans

Dismantling of Structures (Dismantling of existing structures with RCC works and wearing coat wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres). Pipe line Casing = 468.00 CUM Footpath (70%) = 131.04 CUM Median = 56.16 CUM TOTAL = 655.20 CUM

Scarping plaster in lime or cement mortar from brick/ stone masonry (70%)

Replacement 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.

Furnishing and Placing Reinforced cement concrete of grade M30 in super-structure as per drawing and Technical Specification. M30 Concrete Replacement of Cantilever Portion = 12.83 CUM Construction of Median & Footpath = 162.86 CUM TOTAL = 175.69 CUM

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. Cantilever Portion = 152.28 Sqm Abutment Portion = 16.79 Sqm Edge Girder Portion = 411.96 Sqm Deck Slab Portion = 112.32 Sqm TOTAL = 693.35 Sqm

Sealing of crack/porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1

Sealing of cracks/porous concrete with Cement Grout by injection process through nipples/Grouting complete as per Technical Specification.

Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days on the girder of Railway portion

Replacement of Bearings complete as per Technical Specification

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of 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. 509 complete in all respects. BC on Approach Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

Providing Chequered tile over Footpath of 25mm thick

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Painting on concrete surface (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 Sq.m. )

Plastering with cement mortar (1:3 ) on brick work in Approaches as per Technical specifications

Providing Street Lighting in footpath. Including 90watt. Lead street light, 9.0 meter octagonal pole with ITC, 4 core 10.00 sqmm aluminium armoured cable(12 meter each), 1meter single arm fore poles MCB for each led fitting 6 Amp MCB SP, laying of cable in pole( 40.00meter in each) outdoor Strand mounted fidder panel with 32 amp TP & N with all complete as per specification.

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)

Drainage Spouts complete as per drawing and Technical specification

Add 18 % GST (in Basic Rate must fill 18)

Add 1% Labour Cess (in Basic Rate must fill 1)