Misc. Civil works for commissioning of STP

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge a) All Kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth 3 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. a) Ordinary Rock

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All Kind of Soil a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All Kind of Soil b) Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre)

Extra for excavating trenches for pipes, cables, etc. in soil / ordinary/hard rock beyond 4.5 m upto 9m. (Rate is over corresponding basic item for depth upto 1.5 metre)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete asper directions of Engineer-in-charge.

Extra for every additional lift of 1.5m or part there of in excavation / banking excavated or stacked materials for ordinary soil / rock (beyond 1.5m depth).

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charges) M-10 grade plain cement concrete (cement content considered @220Kg/m

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this Item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). (a) All works upto plinth level

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this Item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). (b) All works above plinth level upto floor V level

Centering and shuttering including strutting, propping, etc. and removal of form for (a) Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping, etc. and removal of form for b) Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping, etc. and removal of form for c) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500 D or more.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars

Steel work welded in built up sections/ framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. a) In gratings, frames, guard bar, ladder, railings, brackets, gates and use of chequered plate wherever required, similar works etc..

Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement :3 coarse sand), cost of required centering, shuttering complete :1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size)

12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by vibratory method using PU mould, laid in required colour & over 50mm thick compacted bed of course sand, compacting proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer-in-Charge. a) 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement primer

Finishing walls with Acrylic Smooth exterior paint of required shade. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade, Two or more coats on new work

Providing and laying at or near ground level factory made kerb stone of M-25grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc.as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun)Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 a)250 mm dia Ductile Iron Double Flanged

Providing and laying D.I. Specials of Class K - 12 suitable for mechanical ( flanged -on jointing as per IS : 9523 : a) Up to 600 mm dia

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 a) 250 mm dia Ductile Iron Class K-9 pipes

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : a) Up to 600 mm dia

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786,having minimum cross section as 23 mmx25 mm and over all minimum length263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm asper standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) complete as per design

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete a) 600 mm dia RCC pipes ( laying of pipe below Ground Level 6m to 9m). As conforming IS 783 ( 1985) practice for laying of of RCC pipes and materials specification shall be conform to IS 458.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete a) 250 mm dia RCC pipes ( laying of pipe below Ground Level 6 m to 9m depth ). As conforming IS 783 ( 1985) practice for laying of of RCC pipes and materials specification shall be conform to IS 458.

Dismantling manually/by Mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer in -charge: Bituminous Road

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge. a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Supplying and fixing of RCC heavy duty manhole cover of size 1050x1050 x75mm with frame. Rate shall include providing and fixing locking arrangements, fixing the Man-hole cover, grouting the anchors with M35 grade concrete as per specification and as directed. all complete as per shop drawings and as per standard design as required.

Supplying and fixing Finolex / Supreme / equal approved make uPVC Pipes of 6 kgf/sq.cm and Supreme or equal approved make PVC Pipe specials like bends, Tee, Y-junction with or without door, Vent cowl, providing and fixing cleaning / rodding eye with endcap wherever required, etc., cutting the pipes, laying or fixing to perfect plumb, with slopes where required, making joints using solvent cement solution or with ring seal couplers of size available pipe of 110mm and 75mm dia., providing and fixing G.I. U clamps to the brackets, Making trenches, refilling with excavated earth, conducting water test for leak proof joints and the materials, including making earth work in trenches, refilling the trench with excavated earth, watering, consolidating, disposing off surplus earth etc. complete. As per conforming iS 13592 (1992) : UPVC pipes for Soil and waste discharge system inside building including ventilation. a) 75mm dia pipe

Supplying and fixing Finolex / Supreme / equal approved make uPVC Pipes of 6 kgf/sq.cm and Supreme or equal approved make PVC Pipe specials like bends, Tee, Y-junction with or without door, Vent cowl, providing and fixing cleaning / rodding eye with endcap wherever required, etc., cutting the pipes, laying or fixing to perfect plumb, with slopes where required, making joints using solvent cement solution or with ring seal couplers of size available pipe of 110mm and 75mm dia., providing and fixing G.I. U clamps to the brackets, Making trenches, refilling with excavated earth, conducting water test for leak proof joints and the materials, including making earth work in trenches, refilling the trench with excavated earth, watering, consolidating, disposing off surplus earth etc. complete. As per conforming IS 13592 (1992) : UPVC pipes for Soil and waste discharge system inside building including ventilation. b) 110mm dia pipe

Supplying and fixing approved make PVC Gully Trap of approved make 150 x 150mm size with 100mm dia outlet, making Pit excavation to a size of 600 x 600mm and 600 to 900mm depth, laying concrete with 1:4:8 mix cement concrete in bed and surround for 300mm wide and 300mm deep, constructing chamber with a size of 230 x 230mm using brick work 115mm thick in cement mortar 1:4 up to a height of 300mm above Gully Trap or up to 100mm above paving level, plastering with cement mortar 1:3 to 20mm thick finishing to smooth surface inside, plastering with cement mortar 1:4 outside, providing 150 x 150mm size cast iron grating, providing 32mm thick precast cement concrete cover slab, clearing the surplus material, earth etc. complete

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : a)With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage.

ALU STRUCTURE

VISHVESHWARA ENTERPRISE

MG Civil Engineering Private Limited

STAN INDIA PRIVATE LIMITED