Providing Land side facilities at Kodiyampalayam in Mayiladuthurai District.

Amount

Supplying and FILLING GRAVEL in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.

Dredging in front of quay and in the entire harbour basin, entrance channel/inlet from creek to sea from existing levels to specified levels and slopes in the area marked in the drawing in all types of soils, pebbles, soft rock etc. dredgable by suction cutter/ grab/ backhoe or any other suitable method, carrying/ transporting in hopper barges/pipelines and disposing by depositing either in the marked reclamation area and/ or in the dumping area located at an average distance of 1km to2 Kms as per the directions and to the complete satisfaction of EIC including all charges of mobilisation, demobilisation of machineries/equipments,men, materials etc. complete with all lead and lift including taking soundings and ploting and producing department both in hard and soft copys and if any archelogical substance / materials found during dredging should be handed over department.

Providing Pre-Cast cement concrete Blocks of different sizes in cement concrete of mix M35 using 40mm HBG and graded downward and laying them in position for the block walls of quay as directed using suitable frame including cost of materials, Mould, form work mixing, laying, completing, fishing , curing, lifting arrangements handling transporting and placing with the help of suitable crane or any other divice whenever required and other acessories and appliances etc complete as directed by the departmental officers.

Providing and placing insitu design mix reinforcement cement concrete of M30 (M.Thirty only) by weight basis using ordinary port land cement (OPC) 43 grade confirming to IS 8112 and as per table 5 of BIS-456-2000 with minimum cement concrete of 380 Kg/M3 (Three hundred and Eighty kilogram) and graded course aggregate using 20mm and 12mm gauge HBG stone jelly in the ratio of 70:30 (Seventy part of 20mm and thirty part of 12mm stone jelly) with maximum water cement ratio of 0.45 and using Superplasticizer 250 ml per 50Kg of cement but the rate excluding cost of steel reinforcement and form work etc. complete complying with standard specification. The rate is inclusive of cost and conveyance of all ingradient materials labour charges for weighing batching mixing laying tamping, vibrating finishing, curing and conducting sample standard cube test to ascertain compressive strength of concrete and including hire charges.

Formation of rubble, with Quarry stones (rough angular) weighing 5Kg to 10 Kg including quarrying, loading at quarry, grading, conveying in contractors transporting by tippers / lorries including weighing in the electronic weigh bridge for the purpose of measurement and dumping into the sea with required with necessay equipment and devices as per the drawings and specifications etc., complete in between Quay wall and Breakwaters as directed by the departmental Officers. The payment shall be made by weigh basis (i.e.,) ladden weight minus unladden weight). The contractor has to make his own arrangement for weighing the materials by weight bridge in the presence of Department Officers. (Precast block bottom levelling).

Supplying factory fusion bonded epoxy coated with minimum 175 microns thickness H.Y.S.D. steel ( Cold, Twisted ) reinforcement for R.C.C work including cost and conveyance from point of purchase to reputed company and to site after coated straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design etc., complete as per specifications.

Formation of Back filling of Quay wall with a layer of rubble, with Quarry stones (rough angular) weighing 1Kg to 100 Kg including quarrying, loading at quarry, grading, conveying in contractors transporting by tippers / lorries including weighing in the electronic weigh bridge for the purpose of measurement and dumping into the sea with required with necessay equipment and devices as per the drawings and specifications etc., complete in between Quay wall and Breakwaters as directed by the departmental Officers. The payment shall be made by weigh basis (i.e.,) ladden weight minus unladden weight). The contractor has to make his own arrangement for weighing the materials by weight bridge in the presence of Department Officers. (Back Filling Quay)

Supplying and Fixing in position cast iron bollard of 10 T Bollard Pull of 0.30m dia and 0.50m height using M.S rings (or) sheet of thickness 8mm including filling with M25 Plain cement Concrete using 20mm Jelly as directed by departmental Officers

Supplying and fixing in position Rubber tyrefenders ( 90cm dia) with necessary, chain, hooks, bolt and nuts as directed by departmental Officers .

Supplying and fixing of GI mooring ring with hook & eye 20mm gauge galvanized M.S. rods fixed at regular interval as with suitable bolts and nuts as specified in drawing including labour charges etc., complete as directed by the Departmental Officers.

Boring using all machineries and tools required through all soils other than soft rock and hard strata using 10% of Bentonite solution by volume of concrete for bored casting situe piles of 600mm dia.The rate is inclusive of forming the sufficient length as directed by departmental officers

Installing pitching driving 6mm thick MS inner tube of upto 600mm dia in all soils including in incidential charges , machinery charges and labour for holding in vertical alignment in position for 600mm dia. Bored cast in situe pile etc complete as directed by the Departmental Officers.

Supply and fabrication of mild steel linner tube of following dia with M.S.Steel plate of 6mm thick including all charges for transporing and bending of the inner tube to the required shape and size including welding with standard electrode materials to r

Providing and placing in situ design mix Reinforced cement concrete of M30 using ordinary port land cement (OPC) and using 20mm gauge HBG stone jelly with maximum water cement ratio of 0.40 for all building works excluding cost of steel reinforcement and including the cost of form work, labour charges for mixing, transporting laying curing, cofferdams, shoring, strutting etc. complete complying with standard specification. The rate is inclusive of cost and conveyance of all ingradient materials labour charges for weighing batching mixing laying tamping, vibrating finishing, curing and conducting sample standard cube test to ascertain compressive strength of concrete and including hire charges for cast in situ concrete.

Dismantling of existing structures cement concrete, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres complete as directed by the Departmental Officers.

ORDINARY SOIL SS 20B Earth work excavation and depositing on bank with initial lead of 10 M and initial lift of 2 M in sand silt or other loose soil, wet sand or silt, sandy soil not under water light black cotton soil, and ordinary soil including excava

Earthwork open excavation for foundation in all soils and sub soils and to the full depth as may be diverted in sand slit or other loose soil inclusive of shoring, strutting and baling water wherever necessary refilling the sides of foundation with excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.

Cement Concrete 1:4:8 (One Cement four sand, eight aggregate) using 40mm HBG metal for foundation and Flooring including dewatering if found necessary and laid in layers of not more than 150m thick including cost and conveyance of materials labour charges

Plain Cement Concrete 1:1½:3(One cement,one and half sand and three stone jelley) using 12mm HBG metal for wearing coat 100mm . thick with water proof compound.including cost and conveyance of all materials to site excluding centering strutting but including laying curing etc., complete.

Centering &Shuttering for soffits and side including supports and strutting upto 3 M height for plain surface on latural being using MS Sheets of size 90x60 cm and MS 10’gauge stiffend with weld mesh steel angles of size 25x25x3 mm for boarding laid over

a) Grade Beam etc.

b) Beams , Lintels &Slab etc

c) Column etc

Reinforced cement concrete 1:1 ½ :3 (one sand one and half sand three aggregate) M:20grade concrete using 20mm hard blue granite jelly including cost of materials, conveyance charges, mixing, laying curing etc. complete

(a) Upto basement

(b) Above basement

Supplying factory fusion bonded epoxy coated with minimum 175 microns thickness H.Y.S.D. steel ( Cold, Twisted ) reinforcement for R.C.C work including cost and conveyance from point of purchase to reputed company and to site after coated straightening, complete complying with standard specification as directed by the departmental officers.

a) For Pile Column & Beam

Supplying fabricating and placing in position of RTS rods for RCC works given including cost of steel and binding wire and labour charges for cutting, bending, tying and placing in position of grills apply etc. complete complying with standard specification as directed by the departmental officers.

Brick work in Cement mortar 1:5 (one cement Five sand) using country bricks of size 8 ¾”x4 ¼ “x 2 ¾” including cost of materials/ conveyance, and labour charges/ curing etc.

a) Upto basement

b) Above basement

Supplying and Filling the basement with M sand in layers of not exceeding 15cm thick .including cost and conveyance of all materials including labour for filling, watering and well rammed and consolidated etc as per standard specification.

Supplying and filling in foundation, basement, etc with conveyance of Earth in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Sand gravel mix 1:1 including watering tamping,and consolidated by power roller etc complete as per standard specification.

Supplying and paving granite stone slab of 18mm to 20mm thick laying in Cement mortor 1:3 and pointing with C:M 1:1 including cost of materials, conveyance charges and curing charges etc.

Finishing the Flooring with cuddappa slabs 20/30mm thick and set in cm 1:3 and pointing the joints with the same morter etc.,Complete

Dadooing walls with glazed tiles of size 15cm x 15cm x 6mm laid in cement mortar 1:2/ - 10mm thick and pointing with white cement using 0.4 kg./ M2 including finishing the joint & pointing Flush with tiles surface/ etc. complete - 10 M2

Plastering in Cement Mortor 1:3 ,10mm thick over R.C.C surface and ceiling including rounding off corners wherever required smooth finishing including cost and conveyance of all materials including scaffolding labour for finishing curing etc .,complete as per standard specification.

Plastering in Cement Mortor 1:5 ,12mm thick over Brick work surface including rounding off corners wherever required smooth finishing including cost and conveyance of all materials including scaffolding labour for finishing curing etc .,complete as per standard specification.

Painting two coats with ready mixed plastic Emlusion of first class quality paint and of approved colour over a Prming coat,including through scraping clean removal of dirt etc.,complete including necessary plaster of paris putty whereever necessary

Weathering Course concrete broken jelly 20mm size in plain slaked lime laid over Rcc roof slab the properties of broken jelly to slaked lime being 32:12½ well beaten by wooden beaters

Finishing the top of roof with one course of machine pressed tiles of size 20x20x2cm machine pressed tiles of approved quality laid in CM 1:3 with water proof compound and painting with same morteer etc., complete

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 300 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Supplying and fixing of bituminious tarpad of 12mm thick

Supplying and fixing of rainwater downfall pipe of 4" dia of heavy duty (PVC) with necessary shoe, bend, clamp etc., including labour for fixing etc., complete

Supplying and fabricating of MS grills for windows and ventilator etc., using round,square bars and M.S flats including primary coat as directed by the engineer..

Drilling of Borewells anywhere in Tamilnadu including transportation of rotary rig from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc., By first taking a pilot bore of 140mm/15

Upto 60mt. Depth ending below ground level

Reaming 140/150 mm dia pilot bore to 300 mm dia bore as directed by the departmental officers.

upto 60m depth ending below ground level

Labour charges for inserting PVC casing pipes assembly (with slot or without slot) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete, including supply and packing of annular space with pebbles of size and

150mm dia casing pipes assembly

Charges for developing the Borewell with air compressor of 300 CFM capacity (minimum 8 hours) including transportation, labour and fuel charges for compressor as directed by the departmental officers and conducting yield test by "V" notch method

Supply of PVC casing pipe of 150mm dia 10 KSC of approved quality

with slot

Suppling and fixing PVC bore well end cap of size 165/168mm dia etc., complete.

Supplying and erection of 2 HP submersible motor with single phase with panel board with two level guard & auto star facilities

Supplying and erection of 1 HP centrifugal mono block pump with single phase without panel board etc.complete

Supplying of HDPE pipe of 50 mm of approval quality in bore

Supplying and laying of PVC pipe of approved quality

32mm PVC pipe

Supplying 25 mm PVC pipe of approved quality

supplying of fixing 1000 lit capacity of PVC water tank of approved quality

Supplying and fixing 32mm dia PVC Ball valve

Supplying and fixing 25mm x 15mm CI Hose collar

Supplying and fixing of following PVC specials

25mm coupler

25mm threaded coupler

50 x 32mm Reducer

32 x 25mm Reducer

Suppying of 20mm flexible hose

Supply of PVC screw down tap heavy type 15mm dia

Supply of 32mm dia PVC TEE

Wiring with 2x1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A F.T. switch and making good of the concealed portion with suitable colour for PVC concealed light / Fan Point (For electronic regulator) (5 Points Per Coil).

Wiring with 2x1.5sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories, in flush with wall, with 150mm x 100mm x 113mm TW switch box with 3 mm thick Hylem sheet cover for 5 A 3 pin non inter locking CS Plug with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour for concealed PVC plug point.

Supply and fixing of single box type 4'36 W flu fitting complete with electronic ballast with TW round blocks on wall or ceiling with flu tube with PVC unsheathed Copper leads from terminals to the fitting.

Supply and fixing of 2 Nos. 5Amps (3 Pin and 2 Pin) combined flush type wall socket and 1 No combined flush type wall socket with control switches concealed in suitable TW Box covered with Hylem sheet in flush with wall with earth connection.

Earthing as per P.W.D standard with an earth electrode of 2 Mtr. Class 'B' GI pipe of dia not less than 32mm complete with necessary masonry work.

Supply and run of 2 of 4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 14SWG TC wire and making good of the concealed portion with suitable colour.

Supply and run of 1 of No 8 SWG Hard Drawn Copper conductor in suitable PVC rigid pipe concealed in wall and Earth and making good of the concealed portion with suitable colour.

Supply and fixing of WT bulk head fitting with guard (Philips/Bajaj/Crompton/K.Lite) suitable for 11W CFL lamp with CFL .

Supply and fixing of 15A flush type switch concealed in suitable TW Box in flush with wall and covered with 3mm thick hylem sheet.

Supply and fixing of 32 Amps DP Switch of 500 With metal clad with fuse and neutral(Side Handle on Suitable TW Board, with earth connection only.

Supply and fixing of 32 A aerial fuse unit(500A) on suitable 100x100mm TW concealed box with hylem sheet on the tapping pole with necessary clamsp.

Renewal by Supply and fixing of 8 way single pole MCBDB with metal door cover with IP 42 protection Distribution board with neutral link with 1 No 32 Amps DP isolator as incoming and 8 Nos 6/10 Amps SPMCB as outgoing in flush with wall and making good of the concealed portion with earth connection only The MCB DB and MCB isolator and MCB should be with ISI mark like MDS / Hager make.

Supply and run of 2 of 6sq.mm 84/0.3 PVC insulated SC unsheathed Cu.Conductor of 1100V grade on 7/20 GI bearer wire for service connection mains.

Supply and run of 2 of 6sq.mm 84/0.3 PVC insulated SC unsheathed Cu.Conductor of 1100V grade in suitable size GI pipe Class-B suitably bent at both ends with necessary angle iron up right and end supports for mains.

Supply and run of 2 of 6sqmm (84/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 14SWG TC wire and making good of the concealed portion with suitable colour

Supply and fixing of 65mm (2-1/2") GI pipe (Class 'B') of 6 metre length with 300mm x 300mm x 6mm MSbase plate duly welded at the bottom with concreting with construction of masonary pedestal with suitable MS box to house 5A control switch 16A fuse unit (500V) etc with suitable angle iron frame work with door and with lock and key arrangements and with supply and fixing of 20 W LED street light fluorescent fitting with copper chokes and condenser with fluorescent tubes with 1 metre of 32mm dia GI pipe (Class 'B') complete with necessary clamps on the above post with PVC unsheathed leads with painting of suitable colour

Supply and laying of 2 x 25 Sq.mm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75 Meter putting 0.15 mt. layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good

Supply and fixing of brass cable gland for 2 x 25 Sq.mm PVC LTUG armoured cable with earth connection

Supply and clamping of 2 x 25 Sq.mm PVC LTUG armoured LTUG cable on post or on wall with M.S clamps

Supply and fixing of 16A DP switch of 500V with metal clad with fuse and neutral (side handle) on suitable TW board with eart connection only

Supply and fixing of TNEB meter board suitable for 3 phase 200 A service connection made up of suitable angle iron frame work of size 3' x 2' using angle iron of size 1 1/2 x 1 1/2 x 1/4 rigidly fixed on wall heliyum sheet of size 3' x 2' of 12mm thickness with necessary bolts and nuts supports and supply and fixing of 3 nos 200 A fuse unit ( 500V) 1 no neutral link , copper earth flat of size 1x1/4 with inter connection of EB meter of fuse unit by 19/16 PVC insulated copper wire with earth connection complete.

Sub Total Amount for above all items (excluding GST)

GST 18% for above SubTotal Amount

ALAMELU CONTRACTS