Construction of Heritage Monument and Renovation of Palavoor anicut across Thamiraparani River in Tirunelveli Taluk of Tirunelveli District.

Amount

Earth work excavating and deposition on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil, Wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil etc., complete complying with standard specifications and as directed by the Engineer incharge of work.

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Supplying and filling in foundation, basement, etc with filling Crushed Stone Sand 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.

Supplying and filling in foundation and basement with conveyed Gravel (fit for filling) conveyed from the specified quarry with a lead of 3 km in layers of not more than 15 cm thick watered rammed and campacted etc., completed complying with standard specifications.

Cement concrete of mix 1:5:10 (one part cement, five parts crushed stone sand(m-sand) and ten parts jelly) using hard broken stone aggregate size of 40 mm metal IS specified grading including all incidental charges such as mixed in mixture machine, dewatering the placement site, laying the concrete in layers and in bays , compacting and finishing the surface with all leads and lifts watering, curing complete,to attain the required profile and strength asspecified in the drawings and specification for various depth and height below and above ground level etc. complete complying with standard specification and as directed by the departmental officers.

Brick Work in cement Mortar 1:6 (one part cement and six parts crushed stone sand(m-sand)by volume mixed mechanically in approved mixer using country Brick works of size 8 ¾” x 4¼ “ x 2 ¾” including watering, curing neat finishing, cost and conveyance of all materials etc., Complete complying with standard specification and as directed by the Engineer in charge of work.

In foundation and basement

In Ground floor

Brick Work in cement Mortar 1:5 (one part cement and five parts crushed stone sand(m-sand)by volume mixed mechanically in approved mixer using country Brick works of size 8 ¾” x 4¼ “ x 2 ¾” including watering, curing neat finishing, cost and conveyance of all materials etc., Complete complying with standard specification and as directed by the Engineer in charge of work.

Damp Proof Course in cement mortar 1:4 (One part cement & parts crushed stone sand(m-sand)) 12mm thick for the following thickness mixed with Water Proofing Compound conforming to Indian Standards as specified by the departmental officers at 2% by weight of cement used etc., Complete complying with standard specification and as directed by the Engineer in charge of work.

Supplying and erecting water tight steel centering for sides and sofits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G.10 gauge sheets of size 90cm x60cmx10 gauge stiffend with welded mild steel angles of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid.

Without strutting

For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.

Providing and Placing Reinforced Cement Concrete of grade M20 using broken hard granite coarse aggregate (well graded) of nominal maximum size 20mm and down graded to I.S specified grading and using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 20 N/mm2 in 28 days mixing the ingredients in approved mixer including dewatering of the placement site by bailing/pumping wherever necessary placing in layers and watering ,curing, finishing the surface with all leads and lifts etc. complete in all respects so as to attain the profile and strength as specified in the drawing and specification and including the cost component of providing rigid and smooth centering and shuttering wherever necessary for various depths below ground level as per the direction of the Engineer complete complying with standard specification but excluding cost of reinforcement.

In foundation and basement

In Ground floor

Supplying, fabricating and placing in position of ribbed steel bars of various diameters for all reinforced concrete works, including cost of rods and binding wire, labour charges for cutting the rods to the required lengths, bending, tying and fixing in position for various depths and heights below and above ground level complete etc., complete complying with standard specifications and as directed by the Engineer incharge of work.

Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter to conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete.

Fabricating, Supplying and fixng in position of steel windows ( Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly. of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Four leaves (1.80m x1.30m)

Two leaves (1.20m x 1.30m)

Supplying and Fixing in position steel glazed Ventilators with central hung swing shutter using F7D section of size 30x25x3mm for inner outer froames with 4 Nos. Of 12mm dia MS sq.bars for protection and 2 Numbers of clamps welded with outer frame and using 3mm thick pin headed glass for panel including painting with one coat of Red Oxide Primer dismantling the masonry wherever necessary for fixing the ventilator and redoing the same to the original condition fixing the ventilator and redoing the same to the original condition fixing the ventilator in position etc.

Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick mixed with Bonding agent Cebex112, Zydex -Zycrete 2X or other Equalent compound conforming to BIS at 200ml of One cement bag (50kg) for increased workability and air entrainment used finishing in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick mixed with Bonding agent Cebex112, Zydex -Zycrete 2X or other Equalent compound conforming to BIS at 200ml of One cement bag (50kg) for increased workability and air entrainment used finishing including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers

Supplying & Laying of inter Locking Paver Block stone 60mm thick over a base layer of sand Filling including cost of materials laying and hammering charges etc., Complete complying with standard specification and as directed by the departmental officers .

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., Complete complying with standard specification and as directed by the departmental officers .

Paving the floor with pre-polished concrete anti-skid step tiles (Required shape and designLike Eurocon ) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)

Supplying and fixing in position white / colour glazed European Water Closet of best quality and approved make with 100 mm "P" or "S" trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15mm brass connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe including cost of 600mm length of 110mm dia PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition etc. complete complying with standard specifications. (The EWC and flushing tank wiht all accessories should be got approved by the Executive Enginer before use on works)

Flooring with ceramic tiles of Plain Colour of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)

Paving the floor with Cement based Hydraulically pressed Anti skid tiles (pattern design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three Crushed Stone Sand (M-Sand)) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)

Weathering course concrete using best quality broken brick jelly of size 20 mm uniform gauge in pure slaked lime in the proportion of brick jelly to lime being 32 to 12 1/2 by volume and laid over the RCC roof slab in a single layer and consolidated to the finished thickness by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling jaggery and lime water etc. complete complying with standard specification.

Finishing the top of roof with one course of approved first quality machine pressed tiles of size 230 mm x 230 mm x 20 mm thick of approved quality laid in cement mortar 1:3 (one cement and three crushed stone sand) 12mm thick mixed with water proofing compound confirming to Indian standard specification as approved by the departmental officers at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same mortar mixed with the water proofing compound and red oxide etc. complete complying with standard specification.

Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)

Supplying and fixing in position best approved of best quality PVC soil/waste pipes for various Dia having 6Kg/Sq.cm pressure BIS mark and providing leak proof joint using PVC adhesive including fixing to the wall with special PVC /MS clamp , T.W plugs , brass screws , etc and making connection to all sanitary fitting, dismantling masonry /RCC works wherever found necessary and making the good dismantled portion to the original condition,including testing for any leakages, etc, complete complying with standard specification.( The PVC pipe should be got approved by the Executive Engineer before use on works) The rate for earthwork excavation, sand filling and refilling charges etc., will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level.

110mm dia pvc pipe below ground level

Supplying and fixing position PVC Nahani Trap / Floor Trap of 100mmx75mm with best PVC gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of sand and five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works)

Supplying, laying and jointing CPVC pipes (chlorinated Poly vinyl chloride) pipe( Higher pressure rating with higher pipe thickness) Standard Dimension Ratio- 11)of approved qualityand best variety conforming to BIS of the following dia including cutting, threading and fixing CPVC specials using SOLVENT OF 118ML (but excluding cost of such specials) and fixing into wall with teak wood plugs,CPVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The CPVC pipes shall be got approved by Executive Engineer before use on works. Above Ground Level

25mm CPVC Pipe

20mm CPVC Pipe

Supplying and fixing in position the following CPVC specials of best approved quality and heavy type and good variety excluding fixing charges, but including cost of cutting and threading etc complete for jointing the CPVC specials etc., complete complying with standard specification. (The CPVC specials should be got approved by the Executive Engineer before use on works)

CPVC Union

25 mm dia CPVC union

20 mm dia CPVC union

CPVC Elbow

25 mm dia Elbow

20 mm dia Elbow

CPVC Tee

25 mm dia CPVC Tee

20 mm dia CPVC Tee

Supplying and fixing in position best approved and heavy tytpe quality of Gun Metal Gate Valve / Wheel Valve with ISI mark of the following sizes including cost of shellac, thread ball, including labour charges for cutting and threading of GI pipes as directed by the departmental officers etc., complete complying with standard specification for both internal and external water supply arrangements. (The gate valve/ wheel valve should be got approved by the departmental officers before use on works.)

25 mm dia Gun Metal Wheel Valve

20 mm dia Gun Metal Wheel Valve

Supplying and fixing in position 15mm dia. brass C. P. screw down tap ( Heavy duty ) of best approved make and quality including cutting, threading. G. I. Pipes wherever necessary and fixing to the galvanized iron pipes in position etc., complete complying with standard specification ( Screw down tap to be used on works should be got approved from the Executive Engineer before use).

Supplying and fixing in position of White P.V.C water storage tank (3 Layered blow mould) of best approved quality and brand of super thick with the capacity of 1000 Litres with accessories including giving necessory connections etc., complete as directed by the departmental officers. ( The P.V.C. water storage tank should be got approved by the Executiove Engineer before use on works.)

Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works).

110mm dia PVC Elbow

75 mm door Elbow

Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete complying with standard specifications and as directed by the departmental officers

Supplying and filling 20 ISS metal of following size in dispersion trench including stacking for pre measurements around the stoneware pipe or in the leach pit or soak pit to the required thickness as directed by the departmental officers etc., complete complying with standard specifications and as directed by the departmental officers

Supplying and filling 40mm ISS metal of following size in dispersion trench including stacking for pre measurements around the stoneware pipe or in the leach pit or soak pit to the required thickness as directed by the departmental officers etc., complete complying with standard specifications and as directed by the departmental officers

Drilling of Borewells anywhere in Tamilnadu including transportation 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 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site including construction of mud pit etc., complete complying with standard specifications and as directed by the departmental officers.

Upto 60 m Depth ending below ground level

From 60 m upto 90 m Depth ending from ground level

Supplying and fixing of 140mm dia PVC Casing pipe to with stand vertical pressure of 6 Kg/cm2 without slot including with coupling wherever necessary including cost of cutting threading and transporting the pipe to site etc., complete complying with standard specifications and as directed by the departmental officers

supplying and fixing PVC end cap for borewell of size 140mm dia etc., complete complying with standard specifications and as directed by the departmental officers.

Supplying laying and jointing HDPE pipes class - V - 1MPa with working pressure of 10Kg/cm2 of approved quality and best quality conforming to ISS and with ISI mark of following sizes including cutting threading and fixing G.I. specials but including cost of such specials and fixing into Bore well for suction line. air pipe etc. complete complying with standard specification

32mm dia

Supply and delivery of 2 HP clear water vertical wet type submersible pump conforming to IS 8034/2002 and as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor suitable for operation in AC single phase 230 V+/- 10 %,50 HZ +/-5 % etc., complete complying with standard specifications and as directed by the departmental officers.

Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/single Phase/50HZ(± 5%) and 230 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor etc., complete complying with standard specifications and as directed by the departmental officers.

Supply and delivery of 4.00 sq.mm PVC insulated and sheathed 3 core flat type copper cable conforming to IS 694/1990 and as amended thereafter etc., complete complying with standard specifications and as directed by the departmental officers.

Supply and delivery of Nylon Rope for Bore-well etc., complete complying with standard specifications and as directed by the departmental officers.

Providing and placing in position Plain Cement concrete of M-10 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and down graded to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 10 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work.

Providing and placing in position Plain Cement concrete of M-15 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 60% of 40mm hard broken stone and 40% of 20mm to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 15 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work.

Providing and placing in position Plain Cement concrete of M-20 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 20mm and down graded to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 20 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work.

Drilling holes 32mm dia in existing body wall for placing anchor rods etc., complete complying with standard specifications and as directed by the Engineer incharge of work.

Grouting the holes of 32mm dia with w/c ratio of 0.33 in the existing anicut body wall provided at a spacing of 80 cm c/c in a staggered manner in the vertical surface for fixing anchor rod of 16 mm dia RTS of 1m length in a such position that 60 cm length embeded into the masonry wall at a downward inclinations of 5 degree to horizontal and 40 cm length projected and bend out side the wall including cleaning the drilled hole fixing the rod and other incidential charges etc., complete complying with standard specifications and as directed by the Engineer incharge of work.

Supplying fabricating and errection of the wormnut hoist comprising of a screw rod made of 63mm Ø MS Rod, the threaded portion shall be with 12mm pitch, the screw rod shall be connected to the shutter. Wormnut hoist to suit 63mm screw rod shall be provided for suitable length. The worm wheel shall be made of phosphor bronze with 175mm outter dia with 25 teeth x 25mm circular pitch. Thrust ball bearings should be provided on either side of the worm wheel. Oil seal of size 110x135x13mm shall be provided on either side of the worm wheel. The cost including supplying and erecting electrically operated motor with stand to hold the motor with all electrical works like wiring switches for the operation of motor etc. A cast iron cover shall be provided over the whole arrangement. MS Worm 63mm inner dia & 25mm, pitch double thread shall be provided. Thrust ball bearing Ø 12 shall be provided on either side of worm. A wormnut stand of height 740mm & 380mm at the top & 590mm at the bottom shall be provided with 10mm MS plate. The cost includes painting one coat of anticorrosive paint over one coat of red oxide primer, cost of all materials, cost of consumables like welding rods, grinding wheel, oxygen & acetylene gas, diesel & oil for generator, process charges like gas cutting, welding, labour charges for dismantling and refixing, loading, lifting, unloading, transport, erection, hire charges for equipments like chainpulley block, welding machine, cutting set, grinding machine, power charges for generator, conveyance to site, fixing the worm hoist arrengements etc. complete complying with Standard Specifications and clearing them after completion of work, including cost of trial operation etc., complete. The rates excluding of all taxes.

Supplying and fixing three-dimensional (3D) schematic model of Thambraparani System from Papanasam dam to tail end of Thambraparani river including the eight anicuts and eleven channels branching from them, and the irrigation methods adopted, highlighting the engineering expertise of size 8'x4' using card board, form board, plastic materials & etc.. Finishing model with suitable colours, neccessary lighting works, title names for layout model and cover the entire model with fiber glass cover. The rate inclusive of all cost of materials, labour charges conveyence and steel stand to fix the model set extra complete complying with Standard Specifications. The rates excluding of all taxes.

Supply and Fixing of outdoor bench made out of Granite Stone 3 Seater with a size of Seat 60’’ x 16’’ x 2’’ and Leg 4’’ x 16’’ x 24’’ which including cost of materials, labour charges, loading, unloading, fixing in Position and conveyance charges etc. complete. The rates excluding of all taxes.

VIJAYALAKSHMI (BID ID -1221176)