2023-2024 (AMRUT 2.0) Atal Mission for Rejuvenation and Urban Transformation

Amount

Earthwork excavation in hard stiff clay,black cotton, hard red earth, shales,murrams, ordinary gravel stoney earth mixed with 50% fair sized boulders etc.,with an initial lead of 10m and lift of 2m. and as directed by Department Engineer For Foundation, First depth of 0 to 2 m

FOR HSC, HRE

FOR SDR

2nd depth of 2m to 3m

FOR DMR not requiring blasting

Pumping Main

100 mm Dia DIK7 3659.00 RM 150 mm Dia DI k7 2085 M 180 mm Dia HDPE PE100 PN10 545.00 180 mm Dia HDPE PN6 116.00 RM

200 Dia DIK7 406.00 RM 200mm HDPE PN10 151.00 RM 200mm HDPE PN6 143.00mm 250mm HDPEPN6 233.00 RM

90 mm Dia HDPE PN10 2440.00 RM 90 mm HDPE PN6 18842.00 RM 110 mm Dia HDPE PN6 1144.00 RM 125mmDia HDPE PN10 82.00 RM 125 mm Dia HDPEPN6 620.00 RM 140mm Dia HDPEPN10 390.00 RM 140mm Dia HDPEPN6 1316.00 RM 160mm Dia HDPE PN10 370.00 RM 160mm Dia HDPE PN6 442.00 RM

Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Reinforced Cement Concrete with M30 Design Mixfor the following members excluding the cost of reinforcement and fabricating, centering, shuttering andstrutting charges but including the cost of all materials, mixing, placing inposition, lifting, vibrating, finishing & curing, etc. complete.and as directedby Department Engineer.

Beyond 1.50 m & upto 4.50 m below GL

Beyond 1.5 m below G.L.

Upto 1.5 m below G.L.

Upto 4.50 m ht. Above G.L.

From 4.50 m to 7.32 m ht. From

From 7.32 m to 10.98 m ht. From G.L.

From 10.98 m to 14.64 m ht.

From 14.64-15.35 m

For 14.64m to 18.30m from G.L

From 18.3 m to 21.96m

Reinforced Cement Concrete with M25 Design Mixfor the following members excluding the cost of reinforcement and fabricating, centering, shuttering andstrutting charges but including the cost of all materials, mixing, placing inposition, lifting, vibrating, finishing & curing, etc. complete.and as directedby Department Engineer.

Supply and erection of steel centering,shuttering for soffits and sidesincluding necessary supports and strutting for all RCC works using MSsheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25X 3mm for boarding laid over Silver Oak joists of size 10cm X 6.5cm space at10cm c/c and supported by Casurino Props 10cm - 13cm spaced at 75cm c/c etc.,complete and as directed by Department Engineers.

Plane Surface

3.30 m to 4.30 m ht from GL

7.30 m to 8.30 m ht from GL

11.30 m to 12.30 m ht from GL

15.30 m to 16.30 m ht from GL

19.30 m to 20.30 m ht from GL

Curved Surface

From 0.00 to 3.30 M

3.30 m to 4.30 m ht from GL

15.3 to 16.3m ht above

Circular Column

From 0.00 to 3.30 M

Square Column

upto 3.30m

Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete as per standard specification

Fiber Reinforced Concrete frane aand Covers As per IS 12592/2002 ,Part 1 & 2 Supply and installation of 600mm dia FRC manhole cover to suit 600 mm clear opening manhole frame (extra heavy duty)

Painting two coats of newly plastered wall surface with approved cement paint over cement plastered wall surface, ceiling and including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required and cost of painting materials, brushes, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the departmental Enginners

Providing and fixing of RCC inner access ladder in RCC M20 Grade Concrete Mix as per the standard specifications for OHT including grill in position, centering, shuttering charges, mixing concrete curing etc, to required height and clear width of 45cm consisting of two nos of vertical post of 10cm X 15cm and step salb of 25mm X 25mm etc,complete and as directed by Department Engineers.

Provision for supply & fixing of MS ladder including painting etc. complete

Refilling the foundation with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed by Department Engineer.

Conduction Geocysical Survey with Scientific Instruments including transportation charges

Supply and delivery of 150mm blue plain PVC casing pipe (165mm dia OD -CS) as per standard specification(Cost including Excise duty

Labour charges for inserting PVC casing with or without slots into drilled hole including welding the joints etc complete and supplying and packing the annular spaces with pebbles of size and quality as approved by departmental officers for 150mm dia casing and stacking for premeasurement etc.

Drilling of 150mm bore well in hard rock formation using rig including transportion and fuel chargesof rig to site and all labour charges etc complete.

upto 150m

150m up to 180m

Supply and delivery of pipes and pipes specials including all charges etc.,

MS Bore clamp set using MS flat 10 x 3 mm for 5" bore pipe

M.s Bore cap

Nylon Rope

Supply and Delivery DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 AS PER IS 8329/2000

100mm diameter

150mm diameter

200mm diameter

Supply and Delivery HDPE PIPES - PE 100 AS PER IS 4984/2016

HDPE PN 10

90 MM Dia HDPE PN10

125 MM Dia HDPE PN10

140 MM Dia HDPE PN10

160 MM Dia HDPE PN10

180 MM Dia HDPE PN10

200 MM Dia HDPE PN10

HDPE PN 6

90 mm HDPE PE100PN6

110 mm HDPE PE100PN6

125 mm HDPE PE100PN6

140 mm HDPE PE100PN6

160 mm HDPE PE100PN6

180 mm HDPE PE100PN6

200 mm HDPE PE100PN6

250 mm HDPE PE100PN6

Supply and Delivery DUCTILE IRON SPECIALS AS PER IS 9523/2000

100mm - 45 Deg D/S Bend

100mm - 22 1/2 Deg D/S Bend

150mm - 45 Deg D/S Bend

150mm - 22 1/2 Deg D/S Bend

200mm - 45 Deg D/S Bend

200mm - 22 1/2 Deg D/S Bend

Supply and Delivery SPECIALS FOR HDPE PIPES AS PER IS 8360/1977/Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002)

90mm - 90 Deg D/S Bend

90 mm - TEE

125mm - 90 Deg D/S Bend

125 mm - TEE

140mm - 90 Deg D/S Bend

140 mm - TEE

160mm - 90 Deg D/S Bend

160 mm - TEE

180mm - 90 Deg D/S Bend

180 mm - TEE

200mm - 90 Deg D/S Bend

200 mm - TEE

Supply, Delivery and fixing of DI D/F Gate valves (Soft Seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindle nut, without gland packing and with 3 O-Ring protection on the shaft and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face to face dimentions as CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING All the valves should be with electrostatic powder coating both inside and outside with pocket less straight thro' body passage, inside and outside color Blue including Flange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation charges and stacking etc. complete as per specifications. All the valves are to be compatible for burried application with pressure rating PN 10/16.

100mm diameter

150mm diameter

200mm diameter

Manufacture, Supply and Delivery of Tamper proof C.I. DOUBLE AIR VALVE AS PER ISI 14845/2000 with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber and as amended from time to time and suitable for water supply main including loading freight, transit, unloading and stacking them at site etc. complete

50 mm Valve

Supply and delivery of DI D/F specials of conforming to IS 9523/2000 specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc., complete and as directed by Engineer incharge.

150 mm Flanged Socket Tail Piece

150 mm Flanged Spigot Tail Piece

150 mm DUCKFOOT BEND

200 x150 mm DI D/S Tee with Flange

150x 100 mm DI D/S Tee with Flange

100x 100 mm DI D/S Tee with Flange

200x 100 mm DI D/S Tee with Flange

150x 150 mm DI D/S Tee with Flange

100 mm Flanged Socket Tail Piece

100 mm Flanged Spigot Tail Piece

200 mm Flanged Socket Tail Piece

200 mm Flanged Spigot Tail Piece

200 mm DUCKFOOT BEND

Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/sec to 4 m/sec and be constructed as follows: Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to nearwhite and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow.The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel (SS304)/ Die cast Aluminium/ Carbon steel with anticorriosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP68 Protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. Theconverter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic testmode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”.Converter shall be supplied with a programmable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cum transmitter should be fully programmable from the front facia. The programmingshould be user friendly, self-prompting menu driven. Flow meter test calibration certificate from FCRI, flow test lab / NABL accredited lab to be furnished.

100mm diameter

200mm diameter

Lowering of DI pipes and specials carefully into the trench and laying to proper grade and alignment including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by the Departmental Engineer.

100mm diameter

150mm diameter

200mm diameter

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Departmental Engineer For depth upto 2m

90mm to 110mm dia (OD) HDPE PN10&6

125mm to 160mm dia(OD)HDPE PN10&6

180 mm to 250mm dia(OD)HDPE PN10&6

Cutting of CI and DI pipes and specials true to axis and filing smoothly and finishing the ends complete, with / without water in the pipe including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by Departmental Engineer.

100mm diameter

150mm diameter

200mm diameter

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hirecharges for butt fusion equipment power supply arrangements etc., complete as per directed by Department Engineer.

90 MM Dia HDPE PN10&6

110 mm HDPE PE100PN6

125 MM Dia HDPE PN10&6

140 MM Dia HDPE PN10&6

160 MM Dia HDPE PN10&6

180 MM Dia HDPE PN10&6

200 MM Dia HDPE PN10&6

250 mm HDPE PE100PN6

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials)

100mm diameter

150mm diameter

200mm diameter

Testing of M.S. / C.I. / D.I / P.V.C. /D.W,C, pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc.,complete for the following diameters of pipes.

90mm to 110mm dia (OD) HDPE PN10&6

125mm to 140mm dia(OD)HDPE PN10&6

160mm to 180mm dia(OD)HDPE PN10&6

200mm dia(OD)HDPE PN10&6

250 mm HDPE PE100PN6

Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by Department Engineer.

Constructing masonry chamber of inside dimensions as mentioned below with Country Brick, brick work in CM 1:5 (1 cement : 5 coarse sand) for sluice valve, with CI Surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and top RCC Precast slab 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) with necessary earth work excavation including refilling the sides of foundation, foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 grade stone aggregate 40mm nominal size) and inside plastering with CM 1:5 (1 cement : 5 coarse sand) 12mm thick finished with a floating coat of neat cement, complete as per standard design and shown in the drawings. 1500x 900x1200mm clear inside dimensions

Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

DI Flow rate Limit control Valve (PN10/16) with the function to limit the flow rate to a set point. In case the downstream demand increases beyond the set limit, the valve closes down to bring the flow back to set limit. The valve shall have an orifice plate and the orifice diameter is designed based on the set point as per the requirement and installed downstream of the control valve.“Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Flow rate Limit Control valve with cast body of ductile iron grade GGG-40 or equivalent grade or as per IS3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - toprevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent. Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/ IS 1538, all parts (Epoxy coating, and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270. (EP-P)/ WRAS & NSF.” Pilot valve system having Stainless Steel / Brass fittings with spring of stainless steel 304 as per standard parts according to DIN EN 12 266-1, orifice plate shall be as per the set point of flow rate and all the external control tubing of SS 304 / Copper/ reinforced plastic rated PN16 Tightness to DIN EN 12 266-1, leakage rate A (or) equivalent and the needle valve/ speed control device should be provided to vary opening speed of the main diaphragm with self-cleaning filter to avoid possibility of dirt build up inside the control tubing.

100 mm diameter

150 mm diameter

Construction of RCC spiral staircase in RCC M20 Grade Concrete Mix as per the standard specifications of 1.80 m diameter of 20m height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.

Supplying and fixing of RCC M30 Grade Concrete Mix as per the standard specifications for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing, curing etc., complete as per standard specifications and as directed by Engineer-in-charge

Providing and fixing of M20 Grade Concrete Mix as per the standard specifications for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete as generally shown in plan and as directed.

Supply, delivery and fixing of pipes for OHT connections including civil works 100mm DI PIPE for inlet, outlet, overflow and 100mm CI pipe

Inlet

Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection

Supply and delivery of 100 CI Pipe for plumbing 2m - 21m

Supply and delivery of 100mm CI Pipe for plumbing 1m -1 No

100 mm CI D/F SLUICE VALVE - 1 No

100 mm CI 90 DEG D/F BEND - 3 Nos

100 mm CI Flanged socket - 1 No

100 mm CI DUCKFOOT FLANGED BEND - 1 No

Jointing CI pipes - 10 Nos

OUTLET

Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection

Supply and delivery of 100 CI Pipe for plumbing 2m - 18m

Supply and delivery of 100mm CI Pipe for plumbing 1m -1 No

100 mm CI 90 DEG D/F BEND - 3 Nos

100 mm CI Flanged socket - 1 No

100 mm CI DUCKFOOT FLANGED BEND - 1 No

Jointing CI pipes - 10 Nos

Scour

Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection

Supply and delivery of 100 CI Pipe for plumbing 2m - 18m

Supply and delivery of 100mm CI Pipe for plumbing 1m -1 No

100 mm CI D/F SLUICE VALVE - 1 No

100 mm CI DUCKFOOT FLANGED BEND - 1 No

100 mm CI Flange Scoket - 1 No

Jointing CI pipes - 8 Nos

Overflow

Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection

Supply and delivery of 100mm CI Pipe for plumbing 2m

100 mm CI 90 DEG D/F BEND - 3 Nos

100 mm CI DUCKFOOT FLANGED BEND - 1 No

100 mm CI Flanged socket - 1 No

Jointing CI pipes - 8 Nos

Labour charges for Painting department Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges including painting NRDWP Logo on the Service Reservoirs.

Supplying, Laying, jointing of following DI specials of as per IS:9523-2000 with D.I pipes etc., complete as directed by the Engineer, and Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning, fixing of DI pipes etc, complete. As per

DISTRIBUTION SYSTEM - Labour for cutting open road for laying water mains orsewer

BT Cutting

CC Cutting

SI NO12.14.6 DI Pressure Reducing and Flow Limit Control Valve (PN10/16) with the function to reduce higher upstream pressure into a preset lower downstream pressure and to not allow flow rate in the line to exceed beyond the defined set point. The flow orifice diameter is designed based on the set point as per the design requirement. The set point can be changed to a maximum of +10%.Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Pressure Reducing and flow limit control valve with cast body of ductile iron grade GGG-40 or equivalent grade or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - to prevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent. 2 pressure gauges for operator-friendly control to determine the actual inlet and outlet pressure connected directly to the valve. Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/ IS 1538, all parts (Epoxy coating, and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270.(EP-P)/ WRAS & NSFPilot valve system having Stainless Steel / Brass fittings with spring of stainless steel 304 as per standard parts according to DIN EN 12 266-1 and Stainless steel 316 orifice plate shall be as per the set point of flow rate, all the external control tubing of SS 304 / Copper/ reinforced plastic rated PN16, Tightness to DIN EN 12 266-1, leakage rate A (or) equivalent and the needle valve/ speed control device should be provided to vary opening speed of the main diaphragm with self- cleaning filter to avoid possibility of dirt build up inside the control tubing

Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.6 with ISI mark, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes.

80mm sluice valve

150mm sluice valve

200mm sluice valve

Supply and delivery of clear water vertical wet type submersible pumpset suitable for not less than 150mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. 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 continous rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 %

200 lpm against a total head of 112 to 117 m - 11 Nos

Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements and labour charges etc.,

Supplying and laying following LTUG Copper Flat cables in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed.

DO - 3 core 6 sq.mm - for pump

Supplying and fixing of cable gland and termination with copper cable lugs for following PVC UG cable and with earth connection

DO - 3 core 6 sq.mm

Earthing as per ISI specifications with necessary masonary work.

Supply, conveying and fixing GI specials as per the latest revision of IS 1239 including with ISI markings on it including earthwork excavation, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc.

50 mm G.I Elbow

50 mm GI Coupling

50 mm GI Union

50 mmMS Clamp Set

Supply, conveying and fixing following GI pipes as per latest revision of IS 1239 with ISI markings

50 mm G.I pipe - 1 mtr

Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to three phase, 50Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP , Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation with lifting arrangement as directed Engineer Incharge

2189.12 lpm against a total head of 38 m

1979.16 lpm against a total head of 47 m

10 HP For Bore Well

30 HP For Sump

40 HP For Sump

Supply, delivery, erection, testing and commissioning of following sizes of power shunt capacitor for power factor improvement, suitable to operate on 415V, 3Ph,50Hz A/C supply, on suitable angle iron frame-works (37.5 mm x 37.5 mm x 6.24mm ) at a height of 0.25m from the ground, including earthing and incidental civil works etc., complete.

Supplying and fixing of following capacity Triple Pole fuse carrier in MS Sheet steel encloure with provision for accommodating the TNEB meter including earthing etc., complete as per TANGEDCO which includes LT meter panel board

63 Amps For Borewell

Supplying and fixing of following capacity Triple Pole SFU with fuses on suitable angle iron frame with earth connection only.

63 Amps For Borewell

Supplying and laying following LTUG cables in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed.

DO - 3 ½ core 50 sq.mm. for Incomer

DO - 4 core 16 sq.mm - Panel to Starter Panel

DO - 4 core 4 sq.mm - Panel to Lighting DB

DO - 3 core 16 sq.mm - Starter to Pump

DO - 4 core 10 sq.mm. for Incomer. For Borewell

DO - 4 core 4 sq.mm. for Lighting For Borewell

Supplying and fixing of cable gland and termination with Aluminium cable lugs for following PVC UG cable and with earth connection

DO - 3 ½ core 50 sq.mm.

DO - 4 core 16 sq.mm

DO - 3 core 16 sq.mm

DO - 4 core 4 sq.mm For Borewel

DO - 4 core 10 sq.mm For Borewel

Supply, delivery and erection of Three Phase 4 way 32 Amps, 10kA LDB with the following:1 No of 40 A FP isolator for incoming supply3 Nos. of 16A, DP RCCB3 Nos. of 16A, SP MCB1 No of 16A, DP MCB3 Nos of 6A, DP MCBin sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete.

Run of 2 of 2.5 sq mm PVC unsheathed copper single core cable in PVC pipe for mains with continuous earth connection by 14 SWG wire From the MCB DB to the Switch boards in office, store,and 16A power socket.

Wiring with 2.5 sq mm PVC insulated single core copper cables of 650 V Grade on suitable rigid PVC pipe on wall and ceiling with PVC accessories, with MS switch box covered with 3 mm thick hylam sheet with continous earth wire connection of 14 SWG TC wire.

Light points

Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipment.

25 x 6 mm GI Flat

Supply, conveying and fixing CI specials as per the latest revision of IS 1538 including with ISI markings on it including earthwork excavation, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc.

200 x 250 mm D/F taper

250 x 250 mm Flange Equal tee

250 mm D/F 90o Bend

250 mm dia CI blank flange

150 x 200 mm D/F taper

200 x 200 mm Flange Equal tee

200 mm D/F 90o Bend

200 mm dia CI blank flange

Supply, conveying and fixing following CI pipes as per latest revision of IS 1536 with ISI markings on it excluding earthwork excavation

250 mm D/F C.I cut pipe - 0.5m long

250 mm D/F C.I cut pipe - 1.0m long( For each pump 6 mtr + 3 mtr)

200 mm D/F C.I cut pipe - 0.5m long

200 mm D/F C.I cut pipe - 1.0m long( For each pump 6 mtr + 3 mtr)

Supplying, delivery and installation at site, conveying and fixing the CI sluice valves as per IS 14846/2000 PN 1 with ISI marking including loading, transportation charges and stacking etc complete as per specifications

50mm GM valve For Borewell

250mm Sluice valve

200mm Sluice valve

Supplying, delivery and installation at site, conveying and fixing the CI D/F Reflux valves as per IS 5312/Part I /84 with Bye-pass arrangements with ISI marking including loading, transportation charges and stacking etc complete as per specifications

250 mm dia CI non-return valve

200 mm dia CI non-return valve

50 mm dia GM non-return valve For Borewell

Supplying, delivery and installation at site, conveying and fixing the CI double air valve as per IS14845/2000 with ISI marking including loading, transportation charges and stacking etc complete as per specifications

100mm Double Air valve

Brick work in CM 1:5 (one cement and Five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete for Superstructure and as directed Departmental Engineers.

Plastering with CM 1:5(one cement and five sand) 12mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by Department Officers.

Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.

Special ceiling plastering with CM 1:3 (one cement and three sand) 10 mm thick including labour charges for mixing, finishing , curing etc., complete and as directed by Departmental Engineers.

Supplying and fixing of steel Doors two leaves including all cost , with fitting etc complete as directed by Department officers (the design should be got approved by the SE before supply & fixing)1x2.1m

Supplying and fixing of steel Windows two leaves including all cost , with fitting etc complete as directed by Department officers (the design should be got approved by the SE before supply & fixing)0.9x0.6m

Weathering course with broken Brick Jelly of 20 mm size in pure slaked lime (no sand to be used) over RCC Roof slab with proportion being 32:12 1/2 for required depth of 80mm thickness over the roof slab as required well beaten with wooden beaters for giving required slope complying with standard specification etc., complete and as directed by Department Engineer

Terrace Flooring with two course of flat tiles using o size200mmx200mmx20mm laid in CM 1:3(one cement and three sand) mixed with crude oil to 10% by weight of cement and pointed neatly with the same oiled morter etc., complete complying with standard specification and as directed

HSC Connection -20 mm -providing House Service Connection with MDPE 20 mm Pipe (Supply , Lowering , Jointing & testing ), electrofusion tapping saddle PE 80 blue, PN 12.5 with female threaded metal insert Of SS 304, Brass ferrule as per IS 319 grade of sizes 15 mm , 20 mm and 25 mm size and threaded to suit the corresponding bore size of 15 mm size (1/2"). Poly propylene compression male threaded adaptor with metal insert of SS 304, Poly propylene 90 degree compression elbow with compression joint at both ends, Poly propylene compression Female threaded adapter with metal insert of SS 304 and protection box of size 20 cm X 30 Cm for fixing of water meter all as per standard including including road cutting , replacement of utilities providing house service connection, reffilling , restoration of roads / drains testing etc complete with materials and specification as instructed by department officers.