KIIFB-2016-17 Construction of Thottappally Naluchira bridge Across Pampa River in Alappuzha District (Balance work)

Amount

Bridge Proper

od5478/2018_2019 : Hire charge for providing floating platform (Pontoon in steel work) 2 Nos. x 12.00 x 5.55x1.75 meter size one for providing machineries and the other for handling materials for form work etc, fabricating and hoisting in position with MS plate 6mm thick for bottom and sides, 10mm for top and stiffening both ways with 65mm x 65mm x 6mm Ms angle at 50cm c/c supporting over by ISMB - 150 200mm & 3 Nos., 6m long MS pipe is used for supporting the pontoon. 1 meter dia circular barrels having length 6.40 meter and 5.00 meter each is used on either side and 3.75 meter long is used in front side. Necessary charges are included for sot and hire charges of anchorages, pontoon, mobilization charges including painting with iron primer etc. complete.

od21467/2017_2018 : Supplying conveying, fabricating, casing pipe 1200mm dia 6mm thick MS plate used for cast in situ pile and errecting at site in lines and levels and driven down into a required depth including cost and conveyance of all materials, all fabrication charges with all leads and lifts etc. complete according to the specification and as directed by the departmental officers.

od12323/2018_2019 : Supplying conveying, fabricating, casing pipe 750 mm dia 6mm thick MS plate used for cast in situ pile and errecting at site in lines and levels and driven down into a required depth including cost and conveyance of all materials, all fabrication charges with all leads and lifts etc. complete according to the specification and as directed by the departmental officers.

od31484/2018_2019 : Bored cast-in-situ M40 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement and including pile load test and chipping of pile etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.<br> Pile diameter-750 mm <br>

od31483/2018_2019 : Bored cast-in-situ M40 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement and including pile load test and pile chipping and removing etc 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

12.38.D.2 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification<br> R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump

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

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>

od21477/2017_2018 : Pumping or bailing out water and removing slush etc by using pump set including cost of labour,oil hire charge etc

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

od21479/2017_2018 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications &lt;br&gt;&lt;br&gt; RCC Grade M45 - Using concrete Mixer - Height upto 5m

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

14.1F.3.B : "Furnishing and Placing PSC Grade M45 Using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specification. <br>For cast-in-situ box girder, segmental construction and balanced cantilever- Height 5m to 10m

14.1D.2.1.A : "Furnishing and Placing RCC/PSC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specification <br>For solid slab super-structure - Height upto 5m

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

14.3 : High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

14.22 : 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

13.16 : 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.

14.9 : Drainage Spouts complete as per drawing and Technical specification

od21482/2017_2018 : Providing 160mm PVC pipe 6kg/cm2 for making 150mm dia ducts for service as per MORTH drawing (for one in length)

od21483/2017_2018 : 10.26Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.&lt;br&gt;10.26.1M.S. tube

8.9.A : Providing and applying two coats of Epoxy paint of approved brand on steel surface after through cleaning of surface to give an even shade

od23574/2017_2018 : Supplying and fixing stay cable (epoxy coated and filled tendon) as per the following details and as per the direction of departmental officers.&lt;br&gt;&lt;br&gt;1. In the absence of relevant Indian Standards, the general acceptance&lt;br&gt;criteria of stay cables and its components shall be in accordance with&lt;br&gt;fib Bulletin 30. The above figures of stay cable system is based on fib&lt;br&gt;reference system. Changes in the above system is permitted only if the&lt;br&gt;system satisfies the technical requirements specified by the fib Bulletin.&lt;br&gt;2. The stay cables shall consists generally of the following components&lt;br&gt;a) Sheethed strands b) Anchorages c) Saddles d) Guide pipes&lt;br&gt;e) Stay pipe f) Guide deviator g) Centralizer&lt;br&gt;3. The protection system of sheathed strand shall be as follows&lt;br&gt;a) Galvanization&lt;br&gt;minimum 190gm/m2&lt;br&gt;maximum 250gm/m2&lt;br&gt;b) Greased quantity&lt;br&gt;minimum 5gm/m&lt;br&gt;maximum 12gm/m&lt;br&gt;c) Minimum thickness of individual PE sheathing 1.5mm&lt;br&gt;d) Minimum friction between sheath and strand 160N/m length&lt;4. The HDPE stay pipe shall consists of co-extruded high density polyethylene,&lt;br&gt;with a colored external layer and a black internal layer&lt;br&gt;5. Minimum thickness of stay pipe shall me 6mm or dia/36&lt;br&gt;6. The standalone physical properties of strands shall be as follows&lt;br&gt;a) Nominal diameter 15.7mm&lt;br&gt;b) Minimum specified Ultimate stress 1860 Mpa&lt;br&gt;c) Nominal area 150 mm2&lt;br&gt;d) Modulus of Elasticity 195000 Mpa +/- 5%&lt;br&gt;e) Fatigue &amp; static strength&lt;br&gt;i) Number of cycles 2 millions&lt;br&gt;ii) Upper stress limit 0.45 UTS&lt;br&gt;iii) Stress range 300 Mpa&lt;br&gt;iv) Minimum fatigue strength Tensile force &gt;= 95% MUTS&lt;br&gt;

13.5.D.p.2 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br> PCC Grade M30 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m <br>

Approach Road

2.3.2.A : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br>

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>

9.1 : Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

9.2.A : Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . <br> 1000 mm dia <br>

od21463/2017_2018 : Construction of embankment with approved material obtained from available source with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>

4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-III -For lower sub base - Mix in Place Method<br>

4.12 : 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

5.2.b : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

5.3.2.a : Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.<br> For Grading II - (19 mm nominal size)<br>

5.6.2.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.4 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. 507 complete in all respects Grading - II (13.2 mm Nominal Size)<br>

8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 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.

5.15 : Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (VG - 30) meeting the requirements given in table 500-40, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516

8.4.2 : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.<br> 60 cm equilateral triangle

8.23.A : Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3 <br>

8.5 : Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

Construction of Protective works

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>

4.2.A.2 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-IV - For lower sub base - Mix in Place Method <br>

od5502/2018_2019 : 16.95 Providing &amp; making Gabion structure with Mechanically Woven Double Twisted&lt;br&gt;Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause&lt;br&gt;2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of &plusmn; 2%) Zinic+PVC&lt;br&gt;coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions&lt;br&gt;at every 1m interval and shall have minimum 10 numbers of openings per meter of&lt;br&gt;mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD),&lt;br&gt;supplied @3% by weight of Gabion boxes, filled with boulders with least dimension&lt;br&gt;of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.

od21464/2017_2018 : Providing and fixing non woven Geotextile 120 gram per sqm membrane including conveyance and labour charges etc: complete.

od12666/2018_2019 : Suppying and Fixing Guard stone of size 20x20x90 cm in CC 1:2:4 fixing Line and Levels 60cm exposed from ground level in cement concrete1:3:6 using 40 mm Broken stone etc Complete

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

Bidder Name

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

K V JOSEPH AND SONS PRIVATE LIMITED