Kochi municipal Corporation SYE1/2941/17 MLA FUND-SYE1/2941/17 Construction of RCC bridge across Pashinithodu near Madhura Company in Div 14 of Cochin Municipal Corporation (Palluruthy zone) (RE-ETENDER)

Amount

bridge

od180240/2019_2020 : Providing ring bund across the river in each side of the proposed bridge by driving down of coconut piles of 7.5 m long, brazed with same , screening with bamboo reeper frame and two layers of plastic padutha filled with local stiff clay reinforced with leafed branches of trees for bund of size 1.5m at top ,4m at bottom and 3m high and dismantaling and removing the debris to clear the thodu to the initial status complete<br>

od355900/2018_2019 : OD 60.2.2 Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete 1 Day<br>

12.25.3 : Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.<br> Pile diameter-1200 mm

12.1.B.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 and backfilling with approved material. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br>

od355901/2018_2019 : OD DAR 15.3 Chipping and removing portions of existing RCC work carefully without damaging structure and removing the debries with in a distance of 150m.

12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap

12.38.B.2 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification<br> R C C Grade M-25 - Using Batching Plant, Transit Mixer and Concrete Pump <br>

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

13.5.F.P.2 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m

13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

od355903/2018_2019 : &nbsp;PVC WEEP HOLES- Providing weep holes using 50mm dia. PVC pipes working pressure 6kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.

od355904/2018_2019 : OD 14.1.B.1 Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer in super-structure as per drawing and Technical Specification (including 25%form work) Ref. to MoRTH Spec 1500,1600 &amp;1700

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

8.20 : Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including painting over suitable primer .

od355905/2018_2019 : OD DAR 10.25.2 Steel work welded in built up sections/framed&lt;br&gt;work, including cutting, hoisting, fixing in&lt;br&gt;position and applying a priming coat of&lt;br&gt;approved steel primer using structural steel etc.&lt;br&gt;as required. In gratings, frames, guard bar, ladder, railings,&lt;br&gt;brackets, gates and similar works Details of cost for 1 mx1 m framed guard&lt;br&gt;bar grating of 0.218 quintal&lt;br&gt;MATERIAL:&lt;br&gt;(i) M.S. flat 50x6 mm 2.4kg/per metre&lt;br&gt;5.75x2.40 = 13.8 kg. +&lt;br&gt;Add wastage @ 5% = 0.69 kg&lt;br&gt;Total = 14.49 kg. say 14.5 kg

8.1.A : Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer 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 409<br>

pile load test

20.6.2.2 : Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile above 50 tonne and upto 100 tonne capacityRoutine test

AA AND S CONSTRUCTIONS

Bidder Name

G S Infrastructure

AA AND S CONSTRUCTIONS