Construction of pucca ghat in 110 m length at Dashashwamedh ghat situated on the right bank of river Ganga in Prayagraj

Amount

Boring 300 mm dia upto required depth with one under-reamed bulb 750 mm dia (as and where required), for constructing RCC piles, in average type of strata containing sand, medium dry clay mixed with kanker or chhurry or both, with auger machine, providing side support with Bentonite slurry or casing pipe, complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work.

Boring 400 mm dia upto required depth with one under-reamed bulb 750 mm dia (as and where required), for constructing RCC piles, in average type of strata containing sand, medium dry clay mixed with kanker or chhurry or both, with auger machine, providing side support with Bentonite slurry or casing pipe, complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work.

Cutting, bending, binding and placing in position of Steel Reinforcement TMT Fe 500 conforming I.S. 1786-2008 including cost of reinforcement steel and binding wire, in piles, beams, slabs, stairs etc. for proper completion of the work.

Providing centering and shuttering for R.C.C. works complete in all respect including cost of all materials, labour and T&P etc. required for proper completion of the work

Supplying and laying 200 micron thick LDPE film of ist grade confirming to IS code 2508-1984 on subgrade for laying RCC in slab, complete in all respect, as per direction of Engineer-in- charge, including cost of all materials, taxes, carriage, labour and T&P charges required for proper completion of the work.

Reinforced Cement Concrete (R.C.C.) grade M-25 Mix Design with Cement (O.P.C Grade 43 IS 8112 - 1989) , Coarse sand (F.M. more than 2.0) and graded stone grit 4.25 to 20 mm size using suitable weigh batch mixture and vibrator,with proper curing, including cost of all material labour and T&P etc. required for proper completion of the work.

Earth work in excavation of foundation in all type of soil, kanker, chhurry, bazari etc. with all leads and lifts and proper disposal of excavated earth as per direction of Engineer-in-charge including cost of all material labour and T&P etc. required for proper completion of the work.

Cement Concrete M-10 (1:3:6) in foundation with cement, coarse sand (FM more than 2.0) and graded stone ballast 20-40mm size using suitable weigh batch mixture andvibrator, complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour, proper curing and T&P charges required for proper completion of the work.

Brick work in Class 150 in 1:4 CM with cement and coarse sand (F.M more than 2.0), complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour, proper curing and T&P charges required for proper completion of the work.

Supplying and making Eucalyptus Balli Khunta of 125 mm average dia, 4 m to 6 m long, for piling in constructing coffer dam, complete in all respect as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work.

Balli piling with average 125 mm (5") dia, ballies in constructing coffer dam , including cost of all material, labour, T&P charges etc. required for proper completion of works, as per direction of Engineer-in-charge but excluding cost of balli Khunta.

Supplying 100 mm average dia Eucalyptus ballies and bracing along and across balli khunta with 150mm long Mallahi nails and narial rope of good quality, complete in all respect of work and direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work.

Supplying EC bags without cut, filling it with locally available sand, sewing with sutli and placing in position in constructing coffer dam, complete in all respect as direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work.

Supplying and filling impervious soil in constructing coffer dam, complete in all respect work and direction of Engineer-in- charge, including its cost, carriage to work site, all leads & lifts, manual compaction, labour, all taxes, royalty and T&P charges required for proper completion of the work.

Boring and lowering upto 4 m depth, 150 mm f ISI marked PVC pipe (density 5.0 to 6.0 kg/m) of approved make and quality, for dewatering work, including cost of pipe, complete in all respect, of work and direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, carriage, labour and T&P charges required for proper completion of the work.

Running 5 HP diesel pumps for dewatering, including suction and delivery pipe, with cost of labour including operator and POL etc complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with carriage and other T&P charges required for proper completion of the work.

R.R. Stone masonry with stone boulder, in 1:3 CM with cement and coarse sand (F.M more than 2.0), complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour, proper curing and T&P charges required for proper completion of the work.

Deep Struck cement pointing on stone masonry in 1:2 CM with cement and coarse sand (F.M more than 2.0) , complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour, proper curing and T&P charges required for proper completion of the work.

Supplying and laying 100 mm thick local sand below stone ballast on slope, in filter of stone boulder pitching, including preparation of sub-grade, complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work..

Supplying and laying 150 mm thick, 20-40 mm size stone ballast below stone boulder pitching complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work.

Supplying and laying 500 mm thick (in two layers) pitching with stone boulder (25 kg to 50 kg weight), complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work.

Supplying and Spreading Moorum of approved quality in laid Stone Boulder Pitching with watering for proper binding, including all carriage, leads & lifts required for proper completion of the work with cost of all materials, labour, T&P ,all taxes, royalty, , charges etc complete.

Supply & laying of of 75 mm dia heavy duty pvc (2mm) thick conduit pipe with bend and other acessories as required complete in all respects including Labour.

Supplying and laying stone ballast 20-40 mm size in filter of weep holes, complete in all respect including all leads, lifts with all materials, all taxes, royalty, carriage, labour, T&P charges required for proper completion of the work.

Supplying and laying Geo-Bags made of 240 GSM wooven polypropyline geo textile filled with Local sand in nylon crates size 1.00x1.00x1.00 mess size 10x10 cm including cost of all lead, lift and delift whatsoever with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for propper completion of the work.

12 mm thick Cement Plaster in 1:4 CM with cement and coarse sand (FM more than 2.0), complete in all respect, as per direction of Engineer-in- charge, including cost of all materials, taxes, royalty, carriage, labour, proper curing and T&P charges required for proper completion of the work.

Two coat wall painting with premium quality plastic (acrylic exterior emulsion) paint in even shade over new wall surface finised with two coat damp proof wall putty over one coat of white primer throughly brushing the surface sand paper smooth including cost of all material labour T&Prequired for proper of completion of work.

Providing and fixing 50 mm dia stainless steel (Grade 304) railing made of holllow tubes, channels,plates., including welding,griding buffing,polishing and making curvature (wherever required) and fitting the same with neccesry stainless steel nuts and bolts copmlete,i/c fixing the railing with necessary accesories & sainless steel dash fastners, stainless steel bolts etc,of requred size, on the top or the side of waist slab with suitable arrangement as per approved of the Engineer-in-Charge.

Providing & fixing of 40 mm thick Mirzapur sand stone cladding on flooring and stairs of pucca ghat with 20 mm thick base in 1:4 cement coarse sand mortar, including 4mm joint filling with acrylic grout provision of expansion joint, at 50 m length using 25 mm thick polysulphide joint, complete in all respect as per direction of Engineer-in-charge including all lead, lift, delift with cost of all materials, taxes, royalty carriage, labour and T&P charges required for proper completion of work.

Supplying and laying Geo Textile sheet of 240 GSM woven multifilament polypropylene yarn . including cost of all material, labour, T&P etc. required for proper completion of work.

Supplying and laying 220 mm granular sub-base (GSB) compacted in two layers below C.C.interlocking tiles including cost of all materials, labour ,T & P,taxes etc. required for proper completion of work.as per direction of Engineer–in–charge .

Supplying 80 mm thick Zig - Zag Mechanically compressed inter locking cement concrete paver blocks manufactured by high pressure & controlled vibration machine having (grey & red colour). The compressive strength of concrete paver block shall not be less than 30 MPa .

Painting two coat of synthetic enamel paint on steel surface on new surface (excluding cost of Primer) superior quality such as luxol highglass,apcolite,superiac,dulux i/c supply of all material, labour T&P etc. required for proper completion of the work.

Supply and Fixing rolling shutters of approved make made of 80 x 125 mm (3” x 18 gauge) cold rolled M.S. lath inter locked through their entire length and joined together at the end by locks and mounted on specials designed pipe shafts with brackets slide guides and arrangements for inside and outside locking with push and pull operation complete, one coat of red oxide primer including cost of all material, T&P required for proper completion of work but excluding the cost of top cover and spring.

Providing and fixing 27.5 cm. long wire spring grade 2 for rolling shutters including cost of all material, labour, T&P etc. required for proper completion of work.

Providing and fixing top cover for rolling shutters made of 18 gauge M.S. sheet with one coat of red oxide primer including cost of all material, labour, T&P etc. required for proper completion of work.

Providing and fixing ball bearing for rolling shutters including cost of all material , labour etc.

Supply & fabricatin of mild steel/iron work in grill,gates,railing, door,window frames including cutting, drilling , riveting ,welding and fixing hinges where necessary with fixing in position including cost of all material, labour T & P etc. required for proper completion of work with one coat of red oxide primer.

Providing and laying polished granite (cherry/ ruby red) stone Cladding on gate in required design and pattern in lenear as well as curvilinear portion of the gate all complete as per architectural drawing with over 20 mm average thick base if cement mortar 1 : 2 cement and coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching including rubbing ,curring , and polishing etc. all complete as specified and as directed by Engineer in charge .

ARVIND KUMAR SINGH

G.S. EXPRESS PVT. LTD.