Lot no- 01 Civil construction work in the construction of pump house to overcome water logging during rainy season at km 13.350 of Raunahi embankment near village Naipura in Tehsil Rudauli of Ayodhya district.

Amount

Exacavation in Foundation in Ordinary Soil (Loam clay, or sand ) including filling lift upto 1.5 m and lead upto 30m &including filling Watering and ramming of excavated earth into trenches or into the spaces between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in Charge upto a distance of 30m from foundation trenches

Hiring of Diesal pump/with 5Kv Gen Set including Suction &delivery pipe, Operator & khalasi And P.O.L. For Dewatering Of Trenches during all excavation and construction of sump well

P.C.C. in 1:4:8 with with dala grit (size 4.75 to 10mm ) cement & coarse sand in foundation including supply of all required materials labour and T&P etc. complete for proper completion of work as per IS -456:2000

RCC M-25 with cement coarse sand & 12-20mm gauge stone grit obtained by Batching plant including supply of all required materials labour and T&P etc. with necessary centering & shuttering for proper completion of work for all type of work as per IS - 456:2000 excluding cost of Reinforcement and Quantity of CC in Pile Foundation

Boring, Providing and installing cast in situ single under reamed piles of 500 mm diameter and 10.50m length with a bulb of 450mm dia below pile cap in M-25 cement concrete with cement coarse sand & 12-20mm gauge stone grit obtained by Batching plant including supply of all required materials labour and T&P etc. to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of pile to be embedded in the pile cap e.t.c. all complete as per IS -456:2000 and IS 2911(III) :1980 Latest Revision (Length of pile for payment shall be measured upto the bottom of pile cap).

Boring, Providing and installing cast in situ single under reamed piles of 500 mm diameter and 5.00m length with a bulb of 450mm dia below pile cap in M-25 cement concrete with cement coarse sand & 12-20mm gauge stone grit obtained by Batching plant including supply of all required materials labour and T&P etc. for to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of pile to be embedded in the pile cap e.t.c. all complete as per IS -456:2000 and IS 2911(III) :1980 Latest Revision (Length of pile for payment shall be measured upto the bottom of pile cap).

Filling of Sand in Machine Foundation To dampen the Vibrations

First Class brick work in 1:4 cement and coarse sand mortar in super structure including supply of all required materials, labour and T&P etc. as per IS -2212:1991 Latest Revision with necessary 9 centering & shuttering for proper completion of work.

12mm thick plaster in 1:6 with cement and sand mortar including supply of all required materials, labour 12 and T&P etc. complete for proper completion of work as per IS Code - 1661:1972 (Latest Revision)

Supply and fixing of angle iron door & window frame with grill and M.S. Sheet make shutters including fittings. Labour and T&P etc. complete for proper completion of work as per IS Code - 4351:2003 (Latest Revision)

Finishing wall with water proofing cement paint of approved make such as super snowcem, Durocem, robiecem , Guttu cem, Super cem quality and of required shade on new wall suface (2 coats ) over 1 coat of white cement primer to giver and even shade after throroughly brushing the surface to remove powdered materials including curng and cost of all materials .as per IS Code - 2395 (part - 1):1994 (Latest Revision)

Painting on new iron works in small areas with on priming coat and two coats of approval quality enamel paints including supply of all required materials, labour 15 and T&P etc. complete as per IS Code - 1477-2:1971 (Latest Revision)

Providing and fixing reinforcement steel (FE-550) including cutting bending & binding with binding wire for proper completion of work including supply of steel, labour and T&P etc as per IS Code - 1786:2008 (Latest Revision) and IS:2502-1963 (Latest Revision)

Cement Grouted Mirzapur Stone boulder pitching Across River Side of Raunahi Bundha (50m)as per IS Code - 4999:1991 (Latest Revision)

Construction of Toe wall by using Mirzapur Stone Boulder in with 8 SWG GI wire crate (2.00x2.00x1.00M) size including carriage & all cost of material labour T&P. The G.I. wire shall comply with IS: 280 - 2006 with the latest amendments and galvanising shall comply with IS: 4826-1979 with the latest amendments. The wire shall be in continuous length however, the joints, if reqd., should conform to IS-2141-2000.

Flexible Apron for Launching Mirzapur Stone Boulder in with 8 SWG GI wire crate (2.00x2.00x1.00M) size including carriage & all cost of material labour T&P . The G.I. wire shall comply with IS: 280 - 2006 with the latest amendments and galvanising shall comply with IS: 4826-1979 with the latest amendments. The wire shall be in continuous length however, the joints, if reqd., should conform to IS-2141-2000

200 GSM Non-woven Geotextile made of 100% Polypropylene staple fibre (continous filament not allowed) bonded into stable network through needle punching and meeting the qualification criteria as per tender. The geotextile should be Tech- geo PR20 or equivalent and have minimum 70% resistance against UV exposure, and should be inert biological degradation and resistant to naturally occurring acids & alkalies, excluding all taxes and contractor's profit. below boulder pitching

M/S Krishna Associate