Rural Development Department Tender

d) Lift 4.50 - 6.00 m

e) Lift 6.0 -7.5M

f) Lift 7.5 -9.0 M

Excavation in general hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connection Pipe, Jackwell Pump House, Supply Well etc. for Lift 0 to 1.5M. & Lead of 150M. including barricadding, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling. For Head Works on Nala or GSDA Site a) Lift 9.00-10.50 M

b)Lift 10.50 -12.0 M

c) Lift12.0- 13.50 M

d) Lift 13.50 -15.0 M

Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete.

Providing & laying in situ M-150 grade of CC of trap/ granite/ quartzite / gneiss metal for foundation & bedding including dewatering formwork compacting & curing finishing etc. complete.

Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) in RCC M-250. Ring Beam

Providing and casting in situ C.C. of trap/granite/ quartzite/gneiss metal of approved quality for RCC work as per detailed by Engineer-in-charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary and curing, etc complete. ( Excluding M.S. or TOR reinforcement) in RCC M-250. Vertical Wall and landing

Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete.

Providing and fixing 80mm dia. A.C./P.V.C. pipe weep holes at 1.5M c/c staggered including cost of all materials and labour involved with all loads and lifts, etc. complete

Providing structrual steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/bolted/welded connections and one coats of anticorrosive paint and over it two coats of oil painting etc. complete.

Providing , and filling around the well boulders filling of selected varity and size of boulders including cost of all materials and labour , transportation , etc.complete.

Providing and fixing in position M.S.ladder 0.50 M wide consisting of 75 X 10 mm MS flats as stringers and 16mm dia. MS bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti-corresive paint, etc. complete as directed by Engineer-in-Charge.

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete

Sub Work No 02- Pumping Machinary 5 HP Providing, erecting and giving test of submersible pump set conforming to IS 8034 /76 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel impeller and bronze impeller . Impeller shall be dynamically balanced motor suitable for working for 380/440 V 3 PH 50 cycles AC supply cable guard thrust cabbon, fibre bearing to accept entirely drastic thrust water proofing winding , pump shall have suitable outlet as per recommendation of manufactuter stream lined non return valve shall be provided with the pump suitable suction strainer shall also be provided 3 core double coated copper conductor submersible type flat cable 3 mtrs shall be provided along with the pump etc completed. Pump Capacity- 5 HP, Head-78 m ,Stages-8, 1.895 LPS

Providing Erecting PVC Sheathed Submersible Cable.including all local and central taxes, octroi , inspection charges , transportation to store etc. complete. 3 core 4 sq mm,

Supplying, erecting & terminating XLPE armoured cable aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification No.CB-LT/AL 4 core 10 sq. mm.

Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 80 mm dia. GI medium class

Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete. 80 mm dia. GI medium class

Hydraulic testing of G. I. pipe line to specifiedpressure including cost of all materials and labour and water for testing for the length upto 1km usingreciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 80 mm dia. GI medium class

Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia i unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) For Non Return Valve 80 mm dia. PN-1 Without Byepass

Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. complete. 80 mm dia CIDF Sluice valve

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) For Non Return Valve 80 mm dia. PN-1 Without Byepass

Sluice valves 65 mm dia CIDF Sluice valve

Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves. For Non Return Valve 80 mm dia. PN-1 Without Byepass

Sluice valves 65 mm dia CIDF Sluice valve

Supplying and erecting following items ,including all taxes i.e. local and central , transporting ,louding ,unloading etc. complete. … 1)75 mm dia GI bend

2) 75 mm dia GI Tee.

Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba / Mahindra & Mahindra make) from inside and outside excludingall statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.

For labour charges for internal wiring of panels including all material add as below Upto 5 HP Twin Set Panel

Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. 1 Tonne Capacity

Supplying and erecting panel board ,including following things 1) Marine Plywood 2) 4 pole iron clade Rotary change over switch 3)Triple pole metal clad switch and fuse 4) Ammeter 5) Voltmeter 6) Set of pilot lamp 7) D. O. L. starter 8) Capacitor 9) Selector switch 10) GI Box 11) Self Locking Arrangment etc.complete

Providing and erecting multi programmeble unit suitable for submerssible pumpsets. main panel control.

Giving test and trial of all components of pumping machinary for one month

Sub Work No.03 - RCC Switch House at Proposed Supply Well Excavation for foundation / pipe trenches in earth soils of all types sand gravel and soft murum including removing the excavated material upto a distance stacking and spreading as directed, normal dewatering preparing the bed for foundation excluding back filling etc. complete.

Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete

Providing and casting in situ c.c .of trap/ granite / quartzite / gneiss metal of approved quality for RCC work in foundation like raft , grillage , strip , foundation and footing of R.C.C. columns and steel stanchious including normal dewatering ,centering ,form work, compacting ,finishing the formed surfaces, with CM 1:3 if sufficient minimum thickness if special finish is to be provided and curing ,etc. complete .For RCC –M -200 ,

Filling in plinth and floors /trenches murum bedding with approved murum from excavated materials from foundation in 15cm to 20cm layers including watering and compaction complete .

Providing II nd class B.B. masonry with conventional bricks in cm1:6 in foundation and plinth of inner walls /external walls including normal dewatering .striking joints on unexposed faces ,racking out joints on exposed faces and watering etc. complete. Below Plinth

Providing II nd class B.B. masonry with conventional bricks in cm1:6 in foundation and plinth of inner walls /external walls including normal dewatering .striking joints on unexposed faces ,racking out joints on exposed faces and watering etc. complete. Above Plinth

Providing and casting in situ c.c .of trap/ granite / quartzite / gneiss metal of approved quality for RCC work as pert detailed drawing and designs or as directed by Engineer –in charge including normal dewatering ,centering ,form work, compacting ,finishing the formed surfaces, with CM 1:3 if sufficient minimum thickness if special finish is to be provided and curing ,etc. complete . A) For RCC –M -200 , For columns

B) For –M -200 , For R.C.C. Beam

c) For RCC –M -200 , Chajja

D) For RCC –M -200 , Lintel

E) For RCC –M -200 , Slab

Providing and fabricating steel bar reinforcement in position of various diameter for RCC piles, canopies , staircases , newels , chajjajs , lintels , pardies , copings , staircases , as per drawings and schedules ,including cutting ,bending ,hooking the bar ,binding with wires or tack welding and supporting as required etc. complete . Tor Steel

Providing rough cast cement plaster externally 20mm thick intwo coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing complete.

Providing internal cement plaster 20mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing complete.

Providing and laying cement concrete flooring 40mm thick with M150 cement concrete laid to proper level and slope in alternative bays including compaction,filling joints,making lines to give the appearance of tiles of 30cm x 30 cm or other sizelaid diogonally/square etc.finishing smooth (with extra cement) in any colour as directed and curing etc.complete. For Flooring

Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of pproved type and quality, iron oxidised fixtures and fastenings, oil painting two coats complete.

Providing and fixing M.S. grill door 24 kg/sqm of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc. Spec. No.: As directed by Engineer in charge.

Providing and applying water proof cement paint of approved make and of approved colour to the plastered surfaces including scaffolding if necessary and preparing the surfaces ,curing etc. complete .

Sub Work No 04 - Solar Power Plant 8 KWP PART A - Mechanical Work Supplying, installing, testing and commissioning of 8 kWp capacity on grid solar power pack with GI mounting structure.The above benchmark cost includes cost of solar pv panels (with 450 W mono half cut cells) AC:DC ratio 1:1 inverter(three phase) balance of stem eg.cables,switches / circuitbreakers / connectors /junction box, mounting sturctue earthing, lightning arrestor , civil works, installation and commisioning CMC for five yrs transportation insurance applicable taxes etc.

Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months istory of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.(PWD Ele-DSR 2021-22 P.No. 128 Item No. 6-3-14 )+5%

Supplying and erecting LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3x240V,50 Hz with optical & RS 232 port, backlit LCD, measures & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs.

Supplying, erecting & terminating XLPE armoured cable 3 core 10 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU

Sub Work No 05- Solar Power Plant 8 KW- Civil Work PART B - Foundation & GI Structure Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259).

Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259)

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259)

Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A- 5/259)

Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)

Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) In PCC M-150

Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) In RCC M-200

Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction,finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) M 200 For Beam

Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F-17/306) Tor Steel

Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)

For structure Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of baysas specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tierunners, foundation bolts, baseplates, nutsand bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge.

For structure ( LESS Painting Charges) Providing and applying two coats of oil paint and one coat of primer/red oxide of Iron Paint externally including cleaning the surface of pipe with steel scrapers wire brushes and metal cleaning solution etc complete.

For structure Providing and applying material & labour for hot dip galvanizing of above structure including transportation for galvanizing as per R.C

For structure- Transporting charges of vehicle per trip for Appox. 50 km ead including loading unloading & stacking charges.

Rent for Crane for erection of structure-

Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50x50mm, 8gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40x40x6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450x450x670 mm. at 1.75M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25x25x5 mm size and vertical M.S. flat 35x5 mm and 25x5 mm horizontal including cross support of 40x40x6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc.complete.

Providing and fixing 50mm. dia. medium class G.I. pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete.

Providing and fixing board displaying information,such as 'Name of work,Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20mx0.90m size made out 18gauge(1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on backside and border/ messages/ symbols etc. with approved colourshade paint complete, on M.S.angle of size35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including, excavation, refilling, transportation and labour etc complete. Spec. No. As directed by Engineer in Charge

Sub Work No 06 - Rising Main Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). HDPE- PE-100 - 90 mm -10 Kg

HDPE- PE-100 - 90 mm -6 Kg

Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. Couplers -90 mm

Equal Tee -90 mm

Elbow 45 °- 90 mm

Providing ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete. 80 mm dia. GI medium class

Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia i unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) For Non Return Valve 80 mm dia. PN-1. Without Byepass

Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm dia CIDF Sluice valve PN 1.0

Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete. 50 mm Pressure Relif valve- PN-1.

Providing and supplying Air Valves as per IS-14845 / 2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (Central and Local), railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / site,unloading and stacking etc. complete. 25 mm dia. Singl Ball flanged type PN-1.0

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) Lift 0 to 1.5 M

Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259). Lift 0 to 1.5 M

Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259). Lift 0 to 1.5 M

Filling in plinth and floors / trenches with excavated murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete.

Lowering laying and jointing & Hydraulic testing of HDPE /MDPE pipes in proper position including all specials by Compression fitting / Electrofusion and But fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/ heater / But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours etc complete HDPE- PE-100 - 90 mm

Lowering, laying and jointing & Hydraulic testing of GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete. 80 mm dia. GI medium class

Lowering, laying and jointing in position & Giving satisfactory hydraulic testing of following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) For Non Return Valve 80 mm dia. PN-1. Without Byepass

Sluice valves 80 mm dia CIDF Sluice valve PN 1

Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.) 50 mm Pressure Relif valve- PN-1.

Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) Foundation on Murun and Harder Strata. UPTO 150 mm dia

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. Net Refilling

Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer incharge. Note: Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M ) Valve Chamber with Precast R.C.C. covers. size 0.9mx0.6mx1.2m

Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete. M-15 for road restoration

Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. For Road Crossings-200 mm NP-II Class

Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS-783-1985. For Road Crossings-200 mm NP-II Class

Sub Work No 07 - RCC ESR 41000 lit , 9 m Staging Ht Designing (aesthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5M. Centre to centre for ESR having capacity upto 500cum and not more than 6 m. c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 M. all labour and material charges including lowering, laying, erecting,, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental desing, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicatiors, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stairecase from ground level to roof level & stainless steel ladder in container, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code the job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge Note :- 1) The design of the structure shall be in accordance with relevant (IS 456-1987,IS 875-1987, IS 3370 - 1965or revised) 2) The design shall satisfy the stipulations as per IS 1983- 1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks. 3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary. 4) The entire structure shall be in M-250 mix only.However concrete in contact with water such as container , base slab , wall ,roof slab & footing in water born area shall be in M-300. 5) Plain round mild steel bars grade I confirming to IS 432 part -I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed 6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level. 7) These rates include providing M.S.ladder for ESR's upto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh lit. capacity. 8) Staging height will have to be designed with stresses of M-200 concrete.However all RCC construction should be done in m 250 except concrete in contact with water shall be designed & constructed in M300. 9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struch at shallow depth extra provision of dewatering shall be made as per site condition. 10) All conditions given in the Member Secretary's Circular No.MJP/TS-1/350/1668 Dt.2.8.97 and MJP/S-1/350/2127 Dt.13.7.99 shall be strictly followed and additional cost if any, due to these conditions is included in the rates mentioned below. 11) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness in given and till that work shall be treated as incomplete. 12) The rates as indicated in the table are excluding the cost of pipes, specials, valves required for inlet, outlet, washout, overflow and bypass arrangements. The scope of the pipe assembly work shall be upto 5 M. beyond outside face of the outremost column. 13) For ESR upto 500 cum capacity CIDF pipes upto 300 mm dia shall be provided and specials should be used. For ESR above 500 cum, M.S. pipes and M.S. specials (minimum 8mm thick uo to 500mm dia. & 10 mm thickness above 500 mm dia.) shall be used with proper anticorrosive epoxy treatment from inside and outside 14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT / sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of LS item of ESR. For Extra Item due to change from individual foundation to raft actual increase in concrete and steel be paid as per relevent DSR Item. 15) The rates shall be increased by 30 % for bearing piles upto depth of 10 m and for further increaseed in depth by 5 m each it shall be increased by another 10 5 .These rates are applicable where raft is not feasible for pile foundation sufate resistant cement shall only be used.Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR. 16) These rates are applicable for staging height of 12 m .These rates shall be increased or decreased for per meter variation in the staging height as below. 12 to 16 M staging 2% per m 16 to 20 M staging 3% per m 20 M and above 4% per m 17) Following rates are for seismic zone-III , for Seismic zone-IV these rates shall be increased by 5%, and for Seismic zone-II these rates shall be decreased by 5% RCC ESR 41000 lit.Capacity & Staging Height 9 M.

Providing and supplying ISI standard welded CI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon,loading into truck transport to store, unloading,stacking etc. complete as directed by Engineer -incharge (for 2.75 m bare pipe) 110 mm dia CIDF pipes

Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 100 mm dia CIDF Sluice Valve PN-1

Providing and supplying ISI standard CI. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc. Diameter 80 mm to 300 mm

Sub Work No 08 - Distribution System Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 110 mm dia. PVC 4kg/sqcm

90 mm dia. PVC 4kg/sqcm

75 mm dia. PVC 4kg/sqcm

Providing ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete. 100 mm dia. GI medium class

80 mm dia. GI medium class

65 mm dia. GI medium class

Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 100 mm dia CIDF Sluice valve

80 mm dia CIDF Sluice valve

65 mm dia CIDF Sluice valve

Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc . complete. 0.0 to 1.50.

Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.

Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.

Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.

Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). 110 mm dia. PVC 4kg/sqcm

90 mm dia. PVC 4kg/sqcm

75 mm dia. PVC 4kg/sqcm

Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 110 mm dia. PVC 4kg/sqcm

90 mm dia. PVC 4kg/sqcm

75 mm dia. PVC 4kg/sqcm

Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete. 100 mm dia. GI medium class

80 mm dia. GI medium class

65 mm dia. GI medium class

Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km usingreciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this itemshall also include cost of retesting if necessary and reinstating to original postion. 100 mm dia. GI medium class

80 mm dia. GI medium class

65 mm dia. GI medium class

Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc cvertical position as directed by Engineer-in-charge . 100 mm dia CIDF Sluice valve

80 mm dia CIDF Sluice valve

65 mm dia CIDF Sluice valve

Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves. 100 mm dia CIDF Sluice valve

80 mm dia CIDF Sluice valve

65 mm dia CIDF Sluice valve

Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion fixing in murum packing etc. complete. 100 MM X 225 MM (20 KG/ NO)

Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge Chamber size 60X45 X 90 cm

Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with consolidation surcharging etc complete.

Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete.. M15 For road restoration

Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. For Road Crossings-150 mm NP-II Class

Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. For Road Crossings-150 mm NP-II Class

Providing and fixing road junction/ information sign boards of size 1.80 x 1.20 Meter Prepared 16 guage M.S.sheet on frame of size 40x40x5 mm with cross bracing of size 35x35 x 5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection includingtwo angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in- charge etc. complete. Mild Steel Board with Engineering Grade.all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in- charge etc. complete. Mild Steel Board with Engineering Grade. Information Board

Sub Work No 09- Trial & Run Commissioning running, maintaining & necessary repairs of the scheme including engaging necessary personnel such as operator, valveman etc as per requirements of the scheme and who should also administer chemical dose for a period of 1 years for regional scheme, together with training of personnel spared by MJP / M.C as directed by Engineer-in-charge. Trial period shall be one year with principle Gravity Main, Pure Water Gravity Main from MBR to different ESRs, Distribution System etc (for one years) with Raw water P/M, Raw water R/M, WTP including supply of pure drinking water to the consumers, etc complete as directed for one year. 1 Month