KIIFB 2016-17 Construction of Padaharam Bridge across Pampa River in Alappuzha District (Balance work)

Amount

Appendix -A Bridge proper

od3822/2018_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.

od20521/2016_2017 : 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.

od13038/2018_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.

od34318/2018_2019 : 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> including pile load test , chipping of pile and anchoring of rock Pile diameter-750 mm <br>

od34319/2018_2019 : 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> Including pile load test , chipping of pile and rock anchoring as per morth specification Pile diameter-1200 mm

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>

od33198/2017_2018 : Bailing out water with 5 HP engine and pump set including conveyance to site and erection cost of fuels etc, complete as per the Deptl Officers at site

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

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

13.5.H.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br> RCC Grade M35 - Using concrete Mixer - Height upto 5m

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

13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-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

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.

14.22 : 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

14.9 : Drainage Spouts complete as per drawing and Technical specification

14.1F.3.A : "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 upto 5m"

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

od20535/2016_2017 : DR PACKING - Dry stone packing inside the wing wall with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

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

14.11 : Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

od20536/2016_2017 : Providing 160mm PVC pipe 6kg/cm2 for making 160mm dia ducts for service as per MORTH drawing (for one in length)

od33232/2017_2018 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. as specified in estimate , including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories &amp; stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

od23421/2016_2017 : Providing and laying pressed clay tiles (as per approved pattern 20 mm nomonal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 course sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 course sand) and finished neat complete.

Appendix- B Approach

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>

od13191/2018_2019 : Driving down sand piles 100mm dia @ 60cm c/c to approved lines and levels through various strata using steel pipes with cc shoe at bottom after keeping the shoe and removing the steel pipe and filling the space with sand and consolidating well for required length

4.1.B.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-V - For sub base cum drainage layer - Mix in Place Method

od4787/2018_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.

od25439/2017_2018 : Providing and fixing non woven Geotextile 120 gram per sqm including conveyance and labour charges etc: complete.

od31897/2017_2018 : Construction of embankment with approved material obtained from borrow pitswith all leads and lifts transporting to site spreading grading to required slope and compacting tomeet requirement of table300-2

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>

5.15 : 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

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>

od25175/2017_2018 : Retro-Reflectorised Traffic Signs (Type XI) : 50cmx 60 cm rectangular Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting 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 suitable primer and as per approved drawing and clause 801 including lettering symbols etc.

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

od25176/2017_2018 : Retro-Reflectorised Traffic Signs (Type XI) : 60 cm circular Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting 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 suitable primer and as per approved drawing and clause 801 including lettering symbols etc.

od25177/2017_2018 : Direction and Place Identification Signs with size more than 0.9 sqm size Board (Type XI) Providing and fixing of direction and place identification retro-reflectorised sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. 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 mm 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.

8.35 : Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3<br> Road Markers/Road Stud with Lense Reflector :-

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>

8.13 : 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.

Appendix C-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>

od33199/2017_2018 : &nbsp;&nbsp;Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost conveyance labour charges etc complete.

od3970/2018_2019 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges for front end loader and labour charges etc. and all other appliances necessary for pile driving down after pointing the bottom end

od33203/2017_2018 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m

od33206/2017_2018 : Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.

od33208/2017_2018 : Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.

12.8.A : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>

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

od25454/2017_2018 : Dry stone masonry for retaining wall

od5421/2018_2019 : DAR 7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:

55.16 : Providing and fixing guard post<br>Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide

13.5.A : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br> PCC Grade M15 - Height upto 5m <br>

Appendix D-Shifting of Junghar service

12.32 : Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification <br>Size of pile - 300 mm x 300 mm

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

od21611/2016_2017 : Engaging special mazdoor for removing the loose clay of under water using country boat.

od21610/2016_2017 : Hire charge for country boat for 6 tonne capacity

12.3 : Sand Filling in Foundation Trenches as per Drawing & Technical Specification

12.1.1 : 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 3 m - Manual Means

od25454/2017_2018 : Dry stone masonry for retaining wall

od5421/2018_2019 : DAR 7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:

13.5.B : Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications <br> PCC Grade M20 - Height upto 5m

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

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

od31897/2017_2018 : Construction of embankment with approved material obtained from borrow pitswith all leads and lifts transporting to site spreading grading to required slope and compacting tomeet requirement of table300-2

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.

55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

55.3 : Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

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.

55.1.a : Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. <br> By Manual Means.

Appendix E-Construction of 2 Nos. 4.00x4.25 m span RCC box culvert for approach road

od31698/2017_2018 : Putting up ring bund with contractors own clayee soil cut in or under water and conveyed with all leads and lfits having a topwidth of 2.00m and 4.00m bottom width and avarage height of 2.5m driving down full size of coconut post of 6.00m long at 1.00m c/c and 1/2 split coconut post at 1.00m c/c at alternate. Driving down on both side2.50m below bed level 1/2 splist coconut cross tie 2.50m intervels tied together with coir yarn 1/2 splist coconut wailing piece 2 Nos. on both sides screeing inside with new coconut cadjan on either sides and inside a supporting bund of 1.5 m width and 2.00 m ht. by driving down 2.00m below bed level half split coconut wailing piece one row and 1/2 split coconut cross ties 2.50 m intervels tied together with coir yarn screeing with new cadjan and filling inside with kayal clay cut and conveyed with all leads and lifts.

od33198/2017_2018 : Bailing out water with 5 HP engine and pump set including conveyance to site and erection cost of fuels etc, complete as per the Deptl Officers at site

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>

od33199/2017_2018 : &nbsp;&nbsp;Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost conveyance labour charges etc complete.

od3970/2018_2019 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges for front end loader and labour charges etc. and all other appliances necessary for pile driving down after pointing the bottom end

od33203/2017_2018 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m

12.3 : Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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

13.5.H.p.2 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br> RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m <br>

14.1.B.1 : Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer in super-structure as per drawing and Technical Specification

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

13.5.A : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br> PCC Grade M15 - Height upto 5m <br>

od31897/2017_2018 : Construction of embankment with approved material obtained from borrow pitswith all leads and lifts transporting to site spreading grading to required slope and compacting tomeet requirement of table300-2

CHERIAN VARKEY CONSTRUCTION CO PVT LTD

Bidder Name

CHERIAN VARKEY CONSTRUCTION CO PVT LTD

MARYMATHA INFRASTRUCTURE PVT LTD