Rural Development Department Tender

Providing and CASTING in situ c.c.of trap / granite /gneiss metal of approved quality for R.C.C.work as per detailed drawing and designs or as directed by Engineer - in - charge including norama dewatering ,centering from work compacion ,finishing the formed surface with c.m. 1;3 of sufficient minimum thickness to give smooth and even surface wherever necessary of roughening if special finish is to be providing and curing etc complete Excluding Reinforcement FOR R.C.C. M:200 grade A ) For Footing (M-200)

B ) For Column (M-200)

C) R.C.C. M - 200 grade Beam / Braces / lintel

D ) R.C.C. M - 200 grade vertical wall / slab / landing

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

Providing Iind class B B masonry with conventional bricks in C. M. of following proportion in super structure including stricking out joints and raking out joints watering and scaffolding etc. complete. In CM 1:6

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 sand faced plaster externally in cement mortar using approved screened sand, in allpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg 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 grains and curing for fourteen days scaffolding etc.complete.

Providing internal cement plaster 20mm thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete.

Providing and laying rough shahabad flooring of following thickness 30 cm. wide in plain or diamond pattern and a bed of 1:4 cm. ( 20 mm. thick ) including cement float for mortar bedding, cement painting in cm 1:3 striking out joints curing and cleaning etc. complete.

Providing and fixing steel window of various sizes as per detailed drawings with or without venitlators including fabrication, glazing with plain / obscurred glass pane and of approved type and qwuality of fixtures and fastenings 12 mm. sq. bars at 100 mm c/c. and finishing with oil painting 3 coats etc. complete.

Providing and fixing M.S. grill door 24 kg / sqm of of various sizes as per detailed drawings without hot dip coating iron fixture and fastening and 3 coats of oil painting etc. complete..

Providing and applying two coats of waterprrof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary and preparing the surface, curing, etc. complete.

Providing and applying two coats of washable distemper of approved colour and shade to old / new sufaces, including scaffolding, preparing the surface to receive the priming coat and finishing coat etc.complete.

Subwork No. 2 - PRESURE FILTER (MKW) CAP- 10 CUM Catalytic oxidation Filteration watch/CWG Germany Minor rural Drinking water system scope of supply presure sand filter, chlorine dosing pump,Activated cabbon filter,Feed pump , pannel Board,etc.as attached CAPACITY 20 CUM

Subwork No. 3 - R.C.C. G.S.R. Cap.- 20,000 lit. Designing and constructing RCC ground service reservoirs/RCC sumps in M250 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 proportional to inside face of the container including refilling and deposing off the surplus stuff with a lead of 50 m. all LABOUR and material charges for laying and jointing of pipe assembly for inlet , outlet , washout ,overflow and by pass arrangement consisting of C.I./M.S.D./F. pipes , specials and valves of given dia.s providing and fixing accessories such as M.S. ladder inside and outside, C.I. manhole frame and covers top slab, B.B. masonry ventilating shafts, indicating giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface etc. complete as per design data criteria, obligatory requirements and detailed specifications. Capacity ---20,000 Lit. 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.

Providing and supplying ISI standard CI double flanged/ G.I. pipes& specials and valves including all taxes (central & local) , railway frieght, insurance, unloading from railway wagon, loading into truck transport to stores/site , unloading etc complete as directed by Engineer-in-charge. A) 80 mm Dia. G.I. Pipe

B) 100 mm Dia. G.I. Pipe

Providing, ISI Mark C.I .D/F Sluice Valve and Reflux Valve of following Dia. Including all taxes inspection charges etc complete. A) 65 mm sluice valves .

B) 80 mm Dia.Sluice Valve.

C) 100 mm Dia.Sluice Valve.

Providing and laying in situ Following grades of C.C of trap/ Granite/ quartzite/ gneiss metal for Foundation and bedding including Dewatering, from work, compacting And curing, finishing etc complete. PCC 1:2:4 (M15) for bed

Providing U.C.R. masonry of trap ,granite , quartzite ,gneiss stones in cement morter proportional 1:6 with 20% morter in foundation and plinth of inner valves or in plinth of external walls including bailing out water manually striking out joints on unexposed faces , racking out joints on exposed faces including providing headers & bonds stone etc. complete.

Sub: work No-4- Distribotion System Excavation for foundation / pipe trenchesearth soils of all types including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

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 1.5M

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 area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Li. 0 to1.5 M

Excavation for foundation / pipe trenches in Hard rock by chiselling including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Li. 0 to1.5 M

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.

Providing, 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 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 75 mm 4kg/cm2 ,PVC Pipe distri.

Giving hydrolic test of pipe lne inclunding pumping etc. complete.

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.

Providing, ISI Mark C.I .D/F Sluice Valve and Reflux Valve of following Dia. Including all taxes inspection charges etc complete. 65 mm sluice valves .

Providing lowering, laying and jointing GI pipes of "M"class & diameter in proper grade and alignment as directed including conveyance to the site of work cost of jointing material labor giving satisfactory hydraulic test etc complete 65 mm G.I. Pipe B Class

Providing and fixing CI road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete (10mm x 225 m) 20kg.

Providing and supplying ISI standard p.v.c. Specials including all taxes ( Central and local ) railway freight, insurance,un loading from railway wagon, loading in to truck, transport to departmental store /site, unloading stacking etc complete

Providing and supplying ISI standard CI flanged / M .S. specials including all taxes ( Central and local ) railway freight, insurance,un loading from railway wagon, loading in to truck, transport to

Suppying & erecting XLPE/PVC 16 mm / 4 core Armoured cable sheathed submersiable type Aluminium conductor cable suitable clampped at fixed intercals with cable clips on drop pipe as comp.(4 core 16 sq.mm)

Subwork No. 5 - solar panel - part -1 Supplying, installing, testing and commissioning of 7.5 kWp capacity on grid solar power pack with GI mounting structure. The above benchmark cost includes cost of solar pv panels (with 335 W cells) AC:DC 1:1 Ratio inverter (Single 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 3 core 6 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

Subwork No. 6 - solar structure - part -2 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) b) 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)b) 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 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) b) To r 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 GSDA /SOLAR PUMP /RC /F- NO 25/834/2013-14 dt 1.3.2014

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 5mmx65mmx6mm,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, 7 - Trial Run 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 Departement free of cost and electricity bill will also be paid by the Departmnt For single village & 1 month

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