Resurfacing the Bituminous surface in SBW approach arm road from green gate to entrance of VOC Wharf, operational backup area with road from Berth-I to IV in VOC Wharf and Eastern arm at inside Green Gate

Amount

Excavation for roadway in soil using hydraulic excavator of 0.90 Cum. bucket capacity including cutting and loading in tipper, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to the embankment location within all lifts and lead upto 1000 meters etc., complete as per clause 301 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers.

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means and disposal of scarified material within all lifts and lead upto 1000 meters. Cost inclusive of labour, tools, transportation, conveyance, driver bata etc., complete as per clause 305 of MORT&H Specification (Fifth Revision)and as directed by the departmental officers.

Providing, laying, spreading Wet Mix Macadam (WMM) by mechanically and compacting to compacted thickness 250mm using stone aggregates as per Table 400-11 including spreading in uniform thickness of two layers of each 125mm tk., hand packing, rolling with vibrator power roller 8-10 tonne in stage to proper grade and camber including spreading in uniform thickness, watering and compacting to the required density as per MORT&H Specification (Fifth Revision) Clause 406 and as directed by the departmental officers.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg. / Sqm. using mechanical means as per Clause 502 of MORT&H Specification (Fifth Revision) including cost of bitumen emulsion, labour, T&P etc., complete and as directed by the departmental officers.

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 brooms including cost of bitumen emulsion, labour, T&P etc., complete as per clause 503 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers.

Providing and laying Dense bituminous macadam to the required thickness with 100-120 TPH Hot Mix Plant producing an average output of 75 TPH using crushed aggregates of specified grading, premixed with Bituminous binder @ 4.0 to 4.5 Percent by weight of total 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 MORT&H Specification (Fifth Revision) Clause No.505 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as directed by the departmental officers.

Providing and laying Bituminous Concrete (BC) to the required thickness with 100-120 TPH 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 Percent 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 MORT&H Specification (Fifth Revision) clause No. 507 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as directed by the departmental officers.

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 for centre line and edge line. The finished surface to be level, uniform and free from streaks and holes etc., The rate including cost and conveyance of all materials, labour, incidental charges, marking for applying paint, brushes, equipments etc., complete as per MORT&H Specification (Fifth Revision) Clause No.803 and as directed by the departmental officers.

Providing and fixing Reflective Road Studs of 'Category - A' Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS mouled body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. The reflective raised pavement markers shall also confirm to the MORT&H circular No RW / NH 33023 / 10 / 97 - DO.III, dt 11.06.97. The height, width and length shall not be Sq.cm. on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of dia not less than 19 +/- 2 mm and height not less 30 +/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification (Fifth Revision) Clause 804 etc., complete. The cost inclusive of studs and other tools and plants fixing materials drilling holes etc., complete as per MORT&H Specification (Fifth Revision) and as directed by the departmental officers.

Supplying and installing of Delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level painted at alternatively black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete as per MORT&H Specification (Fifth Revision) Clause No.806 and as directed by the departmental officers.

Providing and fixing Retro - Reflectorised Cautionary, Mandatory and Informatory traffic signs (with definition board) - 80 cm x 60 cm Rectangular made out of High Intensity Prismatic Grade Sheeting conforming to 'Type - IV' standards of IRC 67 : 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel sheet and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the departmental officers. High intensity Retro - Reflectro sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67 : 2012. The Retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure reportshall be obtained as per IRC 67 : 2012 (As per MORT&H Specification (Fifth Revision) Clause No.801).

Dismantling and removal of Brick Masonry work (BW) in Cement Mortar above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within a lead of 100 m including all labour, tools, equipments, transport, fuel, etc., complete complying with AISS and as directed by the departmental officers.

Brick work in Cement Mortar 1:5 ( One cement, five sand) using chamber burnt bricks for walls in Ground Floor of the building including cost of all materials, labour, curing etc., complete complying with AISS and as directed by the departmental officers.

Chipping of concrete and roughening the surface including all labour, tools, equipments etc., complete and as directed by the departmental officers.

Plastering the Brick work 15 mm thick in Cement Mortar 1:3 (One cement, three sand) for all faces of walls (even and uneven) in all floors upto full height of the building including necessary scaffolding, racking of masonry joints, cleaning, curing etc., complete complying with AISS and as directed by the departmental officers.

Supplying and placing 'X' stone (10 to 70 kg) from any licensed quarry like Thattaparai, Srivaikundam, etc., conveying by road in dumpers/tippers including charges for production cost of stone, such as earth works, removal of over burden, breaking of stones, cost of explosives, seiginorage fee, royalty etc., labour for loading, unloading, weighing in the Department approved weigh bridge, dumping, spreading and sectioning to the required level, alignment and slope without causing any damage including engaging of divers with diving equipments required to form the rubble bund as per approved specification, conditions of contract and drawings and as directed by the departmental officers.

Flush pointing on Random Rubble Masonry with Cement Mortar 1:3 (One cement, three sand) including cost of all materials, labour, curing etc., complete complying with AISS and as directed by the departmental officers.

Providing Form work including centring, shuttering for foundation footings of columns, mass concrete so as to give a rough finish shuttering and propping etc., complete complying with AISS and as directed by the departmental officers.

Fabricating and placing in position of M.S / Tor steel grills for R.C.C works in all floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers.

Providing and laying Reinforced Cement Concrete 1:1.5:3 (One part of cement, One and a half parts of M. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) using 20 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., and excluding the cost of form work and reinforcement grills for all RCC works in all floors upto full height of the building etc., complete complying with AISS and as directed by the departmental officers.

White washing with lime powder on new wall surfaces TWO COATS to give an even shade including cleaning the surfaces, preparaton of wall, cost of lime powder, brushes, scaffolding, etc., complete complying with AISS and as directed by the departmental officers.

Painting the Floor surfaces with Two Coats of Synthetic Enamel Paint of approved quality (excluding priming coat) on previously painted concrete / masonry / plastered surfaces with ready mixed paint brushing for use on floors to give an even shade including cleaning the surface of dirt, dust and other foreign matter and sand papering as required including cost of Synthetic Enamel Paint and labour charges etc., complete complying with AISS and as directed by the departmental officers.

Writing letters or figure on any surface with enamel painting (stops, comas, hyphens and the like not to be measured and paid for seperately) of approved colour and quality for 25 CM height letters including cost of enamel paint, labours, scaffolding charges and cleaning the surface etc., complete complying with AISS and as didrectred by the departmental officers.

Supplying & Fixing of Retro - Reflective sign board at various size made out it by micro prismatic grade sheeting confirming to IRC 67:2010 & Type XI standards of ASTM D 4956-09 specifications and fixed over 2mm thick aluminium sheet back support frame of stainless steel supported by 32NB stainless pipe all around and 32NB pipe vertical post firmly fixed to a required depth fixed above the brickwork/ground level with M15 grade of cement concrete etc.., The information messages shall be made out of cut out letters in English language in department approved colour transparent with white Reflective sticker as per IRC 67- 2010 Guidelines. The cost inclusive of sign board Retro- Reflective, all materials, labour charges, etc., complete and as directed by theEngineer in-Charge.

Earthwork excavation in trenches for foundation in sand and other loose soils not exceeding 1.50m in width and including dressing of sides and ramming of bottom lift upto 1.50m including getting out of the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m and lift of 1.50m, cost including shuttering, strutting, bailing out seepage of water wherever necessary etc., complete complying with AISS and as directed by the departmental officers.

Removal of cut stone slabs / RCC cover slabs including all labour, tools, equipments etc., complete and as directed by the departmental officers.

Re-fixing of cut stone slabs / RCC cover slabs including all labour, tools, equipments etc., complete and as directed by the departmental officers.

TTK Construction

S.M.Thomaiyar & Son

IMMANUEL AND CO