Rural Development Department Tender

G.I. Drop pipe a) Providing, errecting 100 mm dia GI Drop Pipe Medium class (25 m for each pump)

b) Providing, errecting 40 mm dia GI Drop Pipe A class for enclosing PVC submersible cable

MS Specials 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

MS flanges Providing, fabricating, erecting, M.S. Flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of flowmeters & size mentioned by the department.

Cable a) Supplying, erecting & terminating XLPE armoured cable 3.5 core 25 sq. mm. 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

b) Providing, errecting 3 core x 10 sqmm flat flexible Submerisible cable with coper conductor.

Earthing Providing earthing with galavanised cast iron earth plate size 60 x 60 x 0.6 cm complte with all materials, testing & recording the results as per specifiction No. EA-EP

SMS Based ON/OFF Switch Supplying, installing & commissioning of SMS based ON / OFF operation of pumps at remote locations with test & trial including one year gurrenty & two year comprehensive maintenance including SIM Card & SMS Charges

Sub Work No.2:- Solar System Power Plant- 30.00 KW at Jackwell PART - A SOLAR POWER PLANT FOR WATER SUPPLY SCHEME - 30 kW Supplying, installing, testing and commissioning of 30 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 system eg.cables,switches / circuit breakers / connectors /junction box, mounting sturctue earthing, lightning arrestor ,civil works,installation and commisioning CMC for five yrs transportation insurance applicable taxes etc. The above cost are excluding of net metering and battery back up cost.- Benchmark cost for Grid Connected Roof-top Photo-voltic Systems for financial year 2021-22 dt-27/10/21

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 history 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.

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 3½ core 25 sq. mm. copper 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

Providing & erecting prewired meter module suitable for MCCB panel board with CT's and emf' s VIF meter complete

Net Meter ,energy meter CT for net meter and CT for energy meter testing charges as per MSEDCL

PART - B FOUNDATION & G.I. STRUCTURAL WORK FOR PV MODULE Solar PV mounting structure hot deep galvanized/pre galvanized with necessary fitments which should withstand high wind velocity upto 150km/hr 18ft above ground level 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 65mmx65mmx6mm,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

Providing and fixing heavy duty interlocking concrete Grey paving blocks of 60 mm thickness of having a strength of 300 Kilogram / Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete.

Sub Work No.3:- Pumping Machinary - Submersible Pumpset Providing errecting, Testing and Commissioning of 150 mm submersible pumpset on Sump with discharge of pump set Motor with Mechanical Seal Capacity of Pump- 5 HP Discharge - 15000 LPH Head - 18 M Pump Stages - 08+00=08

Pressure gauges Providing, errecting Glyscerine filled Pressure gauge of required range completewith syphon tube. 100 mm dia

L.T. Cup Board Type panel Board- Providing and erecting L.T. cup board type Panel Board including all standard swithgears and suitable for Twin 7.5 HP pump arrangement.

MS Specials 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

MS flanges Providing, fabricating, erecting, M.S. Flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of flowmeters & size mentioned by the department.

Cable a) Supplying, erecting & terminating XLPE armoured cable 4 core 10 sq. mm. 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

b) Providing, errecting 3 core x 4 sqmm flat flexible Submerisible cable with coper conductor.

Earthing Providing earthing with galavanised cast iron earth plate size 60 x 60 x 0.6 cm complte with all materials, testing & recording the results as per specifiction No. EA-EP

SMS Based ON/OFF Switch Supplying, installing & commissioning of SMS based ON / OFF operation of pumps at remote locations with test & trial including one year gurrenty & two year comprehensive maintenance including SIM Card & SMS Charges

Sub Work No.4:- Solar System Power Plan 8 KW at Jackwell PART - A SOLAR POWER PLANT FOR WATER SUPPLY SCHEME - 8 kW 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 system eg.cables,switches / circuit breakers / connectors /junction box, mounting sturctue earthing, lightning arrestor ,civil works,installation and commisioning CMC for five yrs transportation insurance applicable taxes etc. The above cost are excluding of net metering and battery back up cost.- Benchmark cost for Grid Connected Roof-top Photo-voltic Systems for financial year 2021-22 dt-27/10/21

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 history 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.

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 3½ core 25 sq. mm. copper 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

PART - B FOUNDATION & G.I. STRUCTURAL WORK FOR PV MODULE Solar PV mounting structure hot deep galvanized/pre galvanized with necessary fitments which should withstand high wind velocity upto 150km/hr 18ft above ground level 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 65mmx65mmx6mm,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

Providing and fixing heavy duty interlocking concrete Grey paving blocks of 60 mm thickness of having a strength of 300 Kilogram / Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete.

Sub Work No. 5 - Constructing RCC SUMP Capacity - 15000 Liters Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure. RCC SUMP Capacity - 15000 Liters Notes :- 1) The design shall be in accordance with various relevant l.S. specification (l.S. 456/1978, l.S. 875 - 1987, l.S. 3370 -1965 or revised. 2) Only M.S. bars grade I conforming to l.S. 432 part-I or high yield strength deformed bars conforming to l.S. 1786 or l.S. 1139 shall be used. Grade -II M.S. bars shall not be used. 3) Entire structure shall be in M-300 onlv. 4) The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 5) The G.S.R. I Sump above 15 lakh litres capacity shall be in two compartment. 6) The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer- in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%. 7) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom. 8) For pipe diameters upto 300 mm only Cl pipes and Cl specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside. 9) Cost of pump house is not included in these rates. 10) Above rates are applicable for Seismic Zones 2 3 and 4. 11) 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. Note : Conditions from Sr. No. 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C. GSRs and sumos.

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) 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-3/259) 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, Lift 0 to 1.5 M

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. Lift 0 to 1.5 M

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

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

Sub Work- No.6 - Construction of RCC Pump House (Size 6m x 6m x 4m) 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) 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-3/259) 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, Lift 0 to 1.5 M

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)

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. (Excluding M.S. or Tor reinforcement)

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.

Providing and casting in situ C.C. M - 20 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

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 minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete.

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 150 mm dia. GI medium class

Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:6 in super structure including striking joints, raking out joints ,watering and scaffolding etc. Complete

Providing interna lcement plaster 12 mm thick in single coat in cement mortar 1:4 without neerufinish to concrete or bricks urfaces ,in all positions includings caffolding and curing etc. complete.

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using water proofing compoundat 1 Kilogram per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grain sand curing for fourteen days scaffolding etc. complete

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35x35x5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fastarrangements ,M.S. Bracket plate 300x300x3.15 mm minimum size and shape with squar bar, suspensions haft of minimum 32mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size attop and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)

Sub Work No.7 - Water Treatment - Pressure Sand Filter Designing (aesthetically), providing and constructing high rate Pressure Water Treatment Plant - Pressure Sand Filter , Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure mechanical and electrical components of various sub-works asgiven below, including necessary hydraulic testing, structural testing and trial run for 1 months, etc. complete as directed by Engineer-in-charge (turnkey job) works. Flow Rate - 20000 Liter Per Hour

Sub Work No.8:- Filter House Excavation for pipe trenches in in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond area and lifts as below and stacking and preading as directed, dewatering, shoring and struting preapering the bed for foundation excluding back filling etc. complete.

Providing and laying in situ 1:3:6 (M-150) 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 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.

Providing II nd class B.B. masonry with conventional bricks in cm 1:6 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.

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 Chajja

D) 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. 20mm thick in cm 1:3

Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks withrectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. with colour Anodising without box

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lockplate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 6248-1979) (Without mechanical gear)

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.9 - 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 90 mm dia. PVC 4kg/sqcm

75 mm dia. PVC 4kg/sqcm

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

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). 90 mm dia. PVC 4kg/sqcm

75 mm dia. PVC 4kg/sqcm

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 . 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 Valve Chamber with Precast R.C.C. covers. Size 0.60mx0.45mx0.90m

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 1:3:6 (M-150) grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete for crossing of nalla/road etc -token provision is made Net Quantity (M-20)

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 inspec tion charges, transport to departmental stores, unloading and stacking etc. complete 200 mm RCC Class NP III

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 200 mm RCC Class NP III

Subwork No 10 :- RUNNING THE SCHEME (FOR ONE MONTH) Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning 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 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. a) For single village ( One Month ).