IWT- CONSTRUCTION OF A ROAD BRIDGE WITH FOOT PATH ACROSS BADAGARA - MAHE CANAL AT VENGOLI IN KOZHIKKODE DISTRICT

Amount

APP. A. CONSTRUCTION OF BRIDGE

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. Ordinary Soil - Depth upto 3m - Mechanical Means etc. complete as per direction of Departmental Engineer in charge.

12.1.B.2 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth 3 M to 6 M- Mechanical Means etc. complete as per direction of Departmental Engineer in charge.

od61304/2019_2020/IA : RING BUND - Putting up ring bund using driving Z type MS sheet piles of 12 m height(400x185x7.5/8.5 or equivalent -confirming to IS 2314-1986) on one side driven with minimum driving lengthof 6m for ensuring sufficient anchorage and horizontally braced with MS flats and angles wherevernecessary and the other side with coconut piles 6 to 9 m length driven 3 m as shown in figure, tied with halfsplit coconut piles as wailing piece at 1 m c/c and filled in between with empty gunny /polythene bags filledwith earth are placed bottom width 3.5m and top width 2m and 7 m height, and including dismantling thebund, driven out sheet pile after completion of the work etc complete as directed by the departmentalofficers at site. (Data from PRICE estimate ID 2016/997/IA for Reconstruction of Navigational LockatThrikkunnapuzha) etc. complete as per direction of Departmental Engineer in charge.

12.22 : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing etc. complete as per direction of Departmental Engineer in charge.

12.25.6 : Bored cast-in-situ M35 grade R.C.C. Pile Using Concrete Mixer 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 etc. complete as per direction of Departmental Engineer in charge.

od6662/2016_2017/IA : Chipping and removing the extra projection of R.C.C Piles to lines and levels carefully without damaging the structure including labour charges and other incidental charges and stacking the useful materials etc. complete as per the directions direction of the deptl. officers at site.(State data, CPWD Rate) etc. complete as per direction of Departmental Engineer in charge.

12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap etc. complete as per direction of Departmental Engineer in charge.

12.38.B.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification<br> RCC Grade M25 - Using concrete Mixer <br> etc. complete as per direction of Departmental Engineer in charge.

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications etc. complete as per direction of Departmental Engineer in charge

od6667/2016_2017/IA : 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 capacityInitial test etc. complete as per direction of Departmental Engineer in charge.

13.5.C.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - Using concrete Mixer - Height upto 5m etc. complete as per direction of Departmental Engineer in charge.

13.5.C.q.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - Using concrete Mixer - Height 5m to 10m etc. complete as per direction of Departmental Engineer in charge.

13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications etc. complete as per direction of Departmental Engineer in charge.

14.1E.1.2.B : Furnishing and Placing PSC Grade 40 as per drawing and Technical Specification For T-beam & slab Super structure - Height 5m to 10m - PSC Grade M-40 - Using Batching Plant, Transit Mixer and Concrete Pump etc. complete as per direction of Departmental Engineer in charge..

14.3 : High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications etc. complete as per direction of Departmental Engineer in charge.

od6678/2016_2017/IA : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc. complete as per direction of Departmental Engineer in charge.

14.2 : Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications etc. complete as per direction of Departmental Engineer in charge.

13.14 : Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications etc. complete as per direction of Departmental Engineer in charge.

14.6 : Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance 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 etc. complete as per direction of Departmental Engineer in charge.

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 etc. complete as per direction of Departmental Engineer in charge.

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 etc. complete as per direction of Departmental Engineer in charge.

14.9 : Drainage Spouts complete as per drawing and Technical specification etc. complete as per direction of Departmental Engineer in charge.

od6683/2016_2017/IA : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) etc. complete as per direction of Departmental Engineer in charge.

od6685/2016_2017/IA : Colour washing such as green, blue or buff to give an even shade:New work ( two or more coats) with a base coat of white washing with lime etc. complete as per direction of Departmental Engineer in charge.

od6653/2016_2017/IA : Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar etc. complete as per direction of Departmental Engineer in charge.

od6655/2016_2017/IA : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

App. B- .Approach Road

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> etc. complete as per direction of Departmental Engineer in charge.

12.22 : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing etc. complete as per direction of Departmental Engineer in charge.

od65985/2019_2020/IA : Bored cast-in-situ M30 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.r|nPile diameter-900 mm etc. complete as per direction of Departmental Engineer in charge.

od6660/2016_2017/IA : Chipping and removing the extra projection of R.C.C Piles to lines and levels carefully without damaging the structure including labour charges and other incidental charges and stacking the useful materials etc. complete as per the directions direction of the deptl. officers at site.(DSR 15.2.1 etc. complete as per direction of Departmental Engineer in charge.

12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap etc. complete as per direction of Departmental Engineer in charge.

12.38.B.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification<br> RCC Grade M25 - Using concrete Mixer <br> etc. complete as per direction of Departmental Engineer in charge.

14.1.B.1 : Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer in super-structure as per drawing and Technical Specification etc. complete as per direction of Departmental Engineer in charge.

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications etc. complete as per direction of Departmental Engineer in charge

od6670/2016_2017/IA : 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 capacityInitial test etc. complete as per direction of Departmental Engineer in charge.

od6673/2016_2017/IA : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges eetc. complete as per direction of Departmental Engineer in charge.

od61303/2019_2020/IA : Providing Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc. complete and as per the directions of departmental officers at site.

od6675/2016_2017/IA : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete etc. complete as per direction of Departmental Engineer in charge.

od6676/2016_2017/IA : Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m etc. complete as per direction of Departmental Engineer in charge.

3.16 : 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 etc. complete as per direction of Departmental Engineer in charge.

od7022/2016_2017 : Construction of Embankment with Material obtained from Departmental worksite :- Construction of embankment with approved material obtained from departmental work site of formation of Badagara - Mahe canal bet Ch: 460.620 and 464.210 km ( IV th Reach )with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 etc. complete as per direction of Departmental Engineer in charge.

od6680/2016_2017/IA : Construction of Embankment with Material obtained from Departmental worksite :- Construction of embankment with approved material obtained from departmental work site of formation of Badagara - Mahe canal with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 etc. complete as per direction of Departmental Engineer in charge.

15.4.A : Providing and laying Pitching on slopes laid over prepared filter media including boulder Stone/Boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications etc. complete as per direction of Departmental Engineer in charge.

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 etc. complete as per direction of Departmental Engineer in charge.

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 etc. complete as per direction of Departmental Engineer in charge.

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 etc. complete as per direction of Departmental Engineer in charge.

5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom etc. complete as per direction of Departmental Engineer in charge.

5.3.2.b : Providing and laying bituminous macadam with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using bitumen VG 30 crushed aggregates of specified grading premixed with bituminous binder, 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. Grading II - (19 mm nominal size ) etc. complete as per direction of Departmental Engineer in charge.

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>

13.5.A : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m etc. complete as per direction of Departmental Engineer in charge.

od59950/2019_2020/IA : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete as directed by the Departmental Engineer in Charge

od6692/2016_2017/IA : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end etc. complete as per direction of Departmental Engineer in charge.

od6693/2016_2017/IA : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m etc. complete as per direction of Departmental Engineer in charge.

10.2 : Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment etc. complete as per direction of Departmental Engineer in charge.

3.24.A : Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)<br> etc. complete as per direction of Departmental Engineer in charge.

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 etc. complete as per direction of Departmental Engineer in charge.

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> etc. complete as per direction of Departmental Engineer in charge.

8.4.1 : 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>90 cm equilateral triangle etc. complete as per direction of Departmental Engineer in charge.

8.6 : Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) 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 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. complete as per direction of Departmental Engineer in charge.

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

Bidder Name

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

ABDUL RAHIMAN T.A