Survey Soil investigation Design Supply of all materials Tand P etc required for Rehabilitation of Internal Sanitary System at Rehab Centre Mohan Road including construction of new connecting chamber and laying of new sewerage lines

Laying of Sewer Line

Provide,erect and remove casurina pole three tier barrcading using poles of 100 mm dia and 1.50 height above ground leveI (0.30 m BGL) Fixed verticalIy @ 2.00 m c/c and horizontally @ 0.50 m and tied with coir rope firmIy.

Dismantling of floor by mechnical cutter

Excavation for depth below G.L. for laying sewers, manholes, gully pits, chambers, sumps etc. in ordinary soil (earth, sand, loam & clay) including cutting of Joints pits, trimming, dressing, leveling, refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches.

S.I.T.C. of suitable manual bar screen for handling peak capacity having 20mm clear gap between screen bar of S.S.316 flat shall be 50mmx10mm size and angle of installation 45°

Supply of following sizes of ISI marked HDPE Pipe confirming to IS 14333:1996 or its lastest amendment for Sewerage works

200 mm dia

250 mm dia

300 mm dia

Laying & jointing High Density Polyethylene pipes (HDPE) confirming to BIS 14333 of PE-100 grade and PN-6 including supply of Electro fusion specials & fittings. It also includes all labour, T&P, electricity etc required.

200 mm dia

250 mm dia

300 mm dia

Granular bedding with well graded granul ar material including supply of maI erial, labour, T&P etc. required for the proper completion of work

Sand filling in trenches including supply of necessary quantity of sand from a distance not exeeding 10 km from the site of work and including watering, dressing etc rate to include the cost of all material, labour, T&P etc. requied for proper completion of work

Supply of all materials, labour and T&P and constructing Masonry Circular manhole with concentric cone at bottom top circul ar brick masonry in CM(1:4) with. sulphate resistant cement with 12mm thick smooth plaster on both side in CM 1:4 with suphate resistant cement including foundation concrete 250 mm Thick and haunches and channels in CC 1:2:4 proportion finishing channels in smooth rendering, providing C.I foot steps, 1:2:4 coping and providing and fixing of approved make and quality SRRC frame as per IS-12592 and cover of 600 mm dia etc. with provision of placing and removing miId steel shoring box wherever required upto depth 4.95m and 9m respectively complete as directed by Engineer-in-charge. Following sizes as per type design and drawing.

900 mm dia, 1.65 m deep

1200 mm dia, 2.30 m deep

Precast Inter Connecting Chamber of size .6 m dia .90 m depth, carting, lowering & fixing of RCC precast Inter connecting chamber including cover etc all complete

Making sewer connection from existing chamber to new manhole/ Connecting Chamber including cleaning of existing chamber, all material, labour, T&P etc. as per requirement of site

Disposal of surplus earth from the site upto the working site of 8 Km.

Supply and fixing of 15x15cm Kota stone 6mm thick in flooring or in skirting or dado laid with (1:3) cement & coarse sand.

as per requirement for protecting the campus from rain water/ overflow of nala

C.C. Interlocking Tiles Road Type A Construction of C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:- PCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm) Sand = 50 mm thick local sand lair for preparation of surface Tiles = 100% New

Laying of Rain water Pipe Line

Provide,erect and remove casurina pole three tier barrcading using poles of 100 mm dia and 1.50 heigh t above ground leveI (0.30 m BGL) Fixed verticalIy @ 2.S m c/c and horizontally @ 0.50 m and tied with coir rope firmIy.

Dismantling of floor by mechnical cutter

Excavation for depth below G.L. for laying sewers, manholes, gully pits, chambers, sumps etc. in ordinary soil (earth, sand, loam & clay) including cutting of Joints pits, trimming, dressing, leveling, refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches.

Supply of following sizes of ISI marked HDPE Pipe confirming to IS 14333:1996 or its lastest amendment for Sewerage works

400 mm dia

Laying & jointing High Density Polyethylene pipes (HDPE) confirming to BIS 14333 of PE-100 grade and PN-6 including supply of Electro fusion specials & fittings. It also includes all labour, T&P, electricity etc required.

400 mm dia

Granular bedding with well graded granul ar material including supply of maI erial, labour, T&P etc. required for the proper completion of work

Supply of all materials, labour and T&P and constructing Masonry Rectngular manhole with brick masonry in CM(1:4) with. sulphate resistant cement with 12mm thick smooth plaster on both side in CM 1:4 with suphate resistant cement including foundation concrete 250 mm Thick and haunches and channels in CC 1:2:4 proportion finishing channels in smooth rendering, providing C.I foot steps, 1:2:4 coping and providing and fixing of approved make and quality SRRC frame as per IS-12592 and cover of 600 mm dia etc. with provision of placing and removing miId steel shoring box wherever required upto depth 4.95m and 9m respectively complete as directed by Engineer-in-charge as per type design and drawing. (depth variation @ 80.28 per cm)

Disposal of surplus earth from the site upto the working site of 8 Km.

Construction of brick drain of 600X600 mm

Construction, testing and commissioning of 200 KLD capacity STP at Nirvan Rehab Centre, Mohan road, Lucknow. Construction of STP of 200 KLD capacity including Pre- treatment (Latest independent Technology). The cost includes cost of suitable foundation, inlet chamber, pre-Treatment units (including treatments, disposal of treated sewage by gravity, sludge thickening, sludge dewatering). The STP shall be fully automatic based on PLC/SCADA with real time remote monitoring system. The STP shall also have flow meters installed at inlet, outlet and other required instrumentations including IP based CCTV cameras installed at various location during construction. The cost also includes DG sets, Electric Substation, Transformers, Pumps and HT/LT/Control Panels, laboratory, admin block and other required bulidings including toilet for labours and staff.

Cement Concrete Road Construction of Cement Concrete road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:- PCC = 150 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm) CC =100 mm, 1:2:4 (cement, coarse sand & stone ballast of 16-20 mm)

Rising Main

Supply of following sizes DI pipes Class K-7 including all joints materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc.

200 mm dia

Excavation for sewer pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.

In ordinary soil (0.00-1.50)

Carting of following sizes of pipes and specials from store to site of works (within 8 Kms.) and lowering them into trenches and laying true to alignment including jointing, testing and cutting of pipes.

200 mm dia

Supply of following sizes of CI D/F non rising GM spindle type sluice valve/scour valve with cap. Class-10 (working pressure 10 Kg./cm² conforming to IS:790 at site store.

200 mm dia

Carting of sluice valves/scour valve of following sizes to site of work, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials, such as bolts, nuts, rubber insertion, white lead, testing etc. complete.

200 mm dia

Construction of RCC thrust block at the bend including supply of all material, labour, T&P, etc. complete.

R.C.C. work with cement, coarse sand and 20mm gauge stone ballast in proportion 1:1½:3 in columns excluding supply of reinforcement and its binding but including its fixing, binding the same with 24 B.W.G. binding wire (to be supplied by the contractor), supply of all materials, labour, T&P etc. required for proper completion of the work.

Mild steel work in R.C.C. work wrought to required shape as necessary including supply of steel and wastage etc. for proper completion of the work.

Provision of plinth level of main gate above the existing plinth level and modification/construction of gate and ramp inner and outer side of campus

E&M Works

Supply, installation, testing and commissioning of following E/M Equipments

S.I.T.C. of Suitable LT Panel with 2 incomer(1 for main supply and 1 for DG set) with Microprocessor based 4 pole MCCB, Ameter, voltmeter, CT, PT etc complete and 3 Nos. outgoing MCCB of 63 Amp with VFD starters for 24 X7 Running Hour with Bypass S/D starter to operate submersible pump set & control panel with PMU to meet the basic requirement of motor protections such as No volt and under voltage protection and thermal over load protection. panel are equipped to take signals from the thermistor in the windings, the seal monitor and the Reverse rotation trip device and automatic start/stop device according to level in the sump.further 2 nos outgoing for misc use of 32 & 16 Amp. MCCB

Supply and laying of 2run (1w+1s)35 sq mm or suitable size, AL, 3.5 core 1.1 KV grade XLPE/PVC Armoured Aluminium cable from U.P.P.C.L Meter to L.T. panel

Supply and laying of 1.1 KV grade 16 sq mm or suitable size 3½ core XLPE/PVC Armoured Aluminium cable from Main L.T. panel to Starter Panel

S.I.T.C of Cable Jointing

Supply and burying of 900x900x6mm, G.I. Plate for earthing vertically with its Top at least 3 meter below ground levelcomplete with 40mm G.I. pipe and funnel for watering. 30cm square C.I., frame with hinged cover masonry housing alternate layer of charcoal/coke and salt at least 150mm thick alround etc, Complete in all respect. Earthing system shall be executed as per IS:3043 and I.E. rules.

Supply and laying of 50x6mm G.I. strip in ground approx 1000mm below the ground level for contribution the earth grid and making double earthing of the equipments including connecting the points by electric welding excavation of earth and back filling as per direction of Engineer in charge of the work and as per latest Indian electricity rules and as per ISS.

Clearance from Director of Electrical safety. Govt of U.P.

Construction of Flood Pumping Station (4 m minimum dia, depth below invert 3.5 m and 1.20 m above NGL). The cost includes cost of suitable foundation, Sump well, pump house including labour, material T & P etc required for proper completion of work wholesome manner.The structral design and drawing shall be submitted by the conractor at his own cost .The design & drawing will be vetted from any IIT of india. The Testing charges of soil bearing capacity & Vetting charges shall be borne by the contractor. For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm.

S.I.T.C of Main piping (M.O.C.-DI) for delivery and commonheader, including Nut bolt, Rubber packaging etc. complete

S.I.T.C of SluiceValves of 200mm dia or suitable size, Confirming to IS 14846 as applicable,PN rating- 1.0,Type of liquid to be handled-Flood (sp.gr-1.03),Material of construction-Body-DI,GGG40/GGG-50/SGI IS 1865 Grade 400/15,Wedge-DI,GGG40/GGG-50 with SS,Spindle-Stainless steel AISI410,Sheet and face Ring-SS ASTMA 743 Grade C.F.8 M

Manual Sluice Valve as per above specification but 250 mm dia or suitable size

S.I.T.C. of Vertical submersible non clog pumpset including VFD Compatible motor should be single stage having two vanes semi open shrouded impeller coupled with submersible motor of 15 HP Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 80 mm, suitable to pump raw water with an specific gravity 1.03 having following construction of material.Casing-2% Ni Cl with hardness 275 BHN approx and with suitable coating inside casing of 500 micron DFT, suitable for protection against coorosion,erosion and prevent oxidation.{Impeller-Duplex stainless steel CD3MCuN(Chromium24%, min. C-≤0.03%) as per ASTM A890 Gr1C or DIN 14517-EN 0088, Hardness 220-260 BHNshaft-stainless steel AISI-410BEARING-Anti friction L-10 with 60000 hrs. lifeshaft sleeve-stainless steel with ceramic coatingWear ring/Neck Ring-Duplex stainless steel CD4MCuN(Chromium24.5%, min. C-≤0.04%), Hardness 50 BHN} including SS316 Guide Pipe and SS316 Lifting chain etc, complete

Reflux valve simillar to above specification but 250 mm dia or suitable size N.B.

Dismantling joints.

S.I.T.C. of Pressure gauges with drain nozzle for each Pumps and common header with necessary fittings

Reflux Valve of 200 mm dia. or suitable size Confirming to IS5312 as applicable,PN rating- 1.0,,Material of construction-Body-DI, GGG40/GGG-50/SGI IS 1805 Grade 400/15,Wedge-DI, GGG40/GGG-50 IS 1805 Grade 400/15 with SS,Spindle-Stainless steel AISI410,Sheet and face Ring-SS ASTMA 743 Grade C.F.8 M,Rivets-AISI:304,Fasteners-SS

SITC of H.O.T. crane of 1 Tonne capacity along with chain pulley block and geared trolley installed at Single Girder suitable for 10 m span 15m clear lift complete in all respect for pump house. Detailed specifications are as below confirming to relevent I.S.

Tools and Parts as per annexure 1 of tender documents

S.I.T.C. of Radar type level Transmitter for wetwell

Internal and External electrification & Lighting works

S.I.T.C. of Suitable Electro magnetic flow metersuitable to measure 0 to 10 MLD flow to be fitted in 250 mm dia main header line having following technical specification.

S.I.T.C of D.G.Set of 50 KVA capacity diesel Engine of 1500 RPM coupled to an alternator developing an out put of 50 KVA at 0.8 power factor lag at 1500 rpm,50Hz 415 volt 3 phase 4 wire A.C. supply mounted on a common base plate complete with fuel tank, battery with leads and suitable control panel with AMF panels including all accessories.(Note- DG set should be mounted on Trolley for easy movement)

S.I.T.C. of C.I.Sluice gate confirming to IS13349/92 or AWWA AC-501 having F shaped wall thimble rising spindle type flush bottom closure at inlet of sump,Frame-Cast Iron,Shutter-Cast Iron,Stem-SS-410,Stem nut-Gun metal,Fasteners-SS-304