43/2025-26

Manually Operated CI Sluice valve of Class PN-1.0

(2.3) Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe.

(2.4.3) Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr.

(2.8) Testing verticality of tube well by plumbing system and yield test anddraw down test by pumping system as per IS : 2800 (Part - II) - 1979 asamended up to date.

(2.22) S&F M.S. Clamps set of 50x6mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.

(2.19) Supply & Fixing of ISi marked three core PVC flat submersible cable asper IS 694: 1990 or amended up to date and conductor as per class 5 of IS8 130: 1980 includ ing making connection etc.

(2.19.1) 3 core 4.0 mm2

(2.20.2) 16 Sqmm, 4 core

(2.24) Providing & Lowering in tubewell ISl marked GI Pipe "B" class as perIS: 1239 or amended up to date threaded and double flanged (welded) onboth ends and two number 25x3mm ms flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.

(2.24.2) 50 mm dia

(2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)

(2.12.2) 200 mm dia nominal bore.

(T-15.1) 50 mm dia

(2.32) Supplying & Installing 100 mm diameter sealed diaphragm bourdon typepressure gauge of range 0 to I 0 kg. including all jointing material as per specification with safety cover.

(2.18) Supply and Fixing of electric control feeder panel comprising of suitablerating MCCB , fully automatic star-delta starter, over load relay, amperemeter with CTs, volt meter, phase preventor, suitable starting capacitorsphase indicators, lighting arrangement etc complete suitable for threephase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box madeout from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron ofsize 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs,each leg's length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panelhaving height of at least 200 mm from ground level. The panel shouldhave opening of suitable size in front of space for energy meter with glassfor meter reading. The operation of panel should be suitable for on 440Volt AC Supply.

(2.18.1) Above 5 HP and up to 10 HP

(2.3) Providing & Fixing of double flanged, Cl body, ISi marked NR V ofapproved make of following sizes

(2.30.1) 65 mm dia

(2.23.3) 200 mm dia

(6.1.1.1) Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in- charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW

(4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.

(4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.

Provision for providing, laying and jointing of Rising main (Rates are based on PHED SOR 2020)

(4.1.3.1) For dia of pipe above 150 mm and up to 350 mm nominal.

(SOR PIPE LINE 2020) Providing, lowering, laying, aligning, fixing in position and jointing at all level/depth S&S standard special with rubber ring(EPDM) joints as per SI:5282-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in- charges :

(1.3.1) A/S Tee, Bend, Reducer(All End Socketed)

(1.3.1.1) Upto 300 mm Diameter

(6.5.1.2) 25 mm S-1 Type

(P-11) Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in- charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0

(P 11.4) 100 mm HW

(P 11.6) 150 mm HW

(4.4) Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.

(4.5.1) Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

(4.2) Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.

In soft Rock

(2.15.1) Up to 5.5 KW (7.5 HP) & head up to 120 mtr.

In Hard Rock ( Blasting prohibited)

Procurment and installation of Centrifugal Monoblock pumping sets & submerssible pump set (Rates are based on PHED SOR 2020)

(3.2.2.1) Rate for RCC OHSR, SBC 10T/Sqm, seismic zone II and Staging 18 Mtr.100 KL /18 MT CAPACITY

(3.2.1.2) For foundation on SBC 7 MT/sqm applicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5%

lic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, technical specification and scope of work.

(P 11.4) 100 mm HW

(1.19.1) Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 20% of 100 JOB=29

(1.4) HDPE PIPES Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amendedupto date) with necessary jointing material like mechanicalconnectors, i.e. thread/ insert joint/ quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipeby butt fusion/ electro fusion welding method, including all taxes ,transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, including cost of labour andmaterial, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection etc. complete as per technical specifications and di rection of Engineer-in-charge of following class and diameter.(excluding earth work)Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid. separately.Supply upto 110 mm dia. in coil & above 110 mm dia straight lengthin6M.

(4.1.1) In all type of soil

(4.1.1.1) For HDPE pipe line dia up to 110 mm

(4.1.2.1) For HDPE pipe line dia up to 110 mm

(11.3) SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

(40604) BFM 100 mm

(1.3.1.1) Upto 300 mm Diameter

(6.1) Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in- charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

(4.4) Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.

(4.5.1) Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

(4.2) Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.

(4.5) Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)

CONSTRUCTION OF 200MM DIA. 180 MT DEPTH TUBE WELL (Rates are based on PHED SOR 2020)

(1.19) Providing service connection as per technical specification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) , valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427 below ground level and GI 15 mm class B (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at le