Rural Development Department Tender

Item No.4 Providing and fixing 150 mm dia M.S. CAP. As per GSDA Given rate

Item No.5 Providing and fixing wooden block for support to clamp of bore well As per GSDA Given rate

Item No.6 Providing and fixing M.S. clamp for support to clamp of Tube well As per GSDA Given rate

Item No.7 Providing gravel for packing including transportation upto site of work of good quality. As per GSDA Given rate

Item No.8 Yield test As per GSDA Given rate

Item No.9 Source Investigation/ certificate charges .As per GSDA Given rate

Item No.10 Transportation of drilling rig and unit upto site work…etc complete. As per GSDA Given rate

Item No.11 Development of tube well by air compressor unit .As per GSDA Given rate

Item No.12 Providing and fixing M.S. bell cap for Tube well .As per GSDA Given rate

Item No.13 Providing and fixing ERWMS caring pipe a)150mmm dia M.S

b)150 mm dia slotted MS

Item No.14 PROVISION FOR BACTERRIOLOGICAL test

SUB WORK NO 02 :-DEEPENNG OF EXISTING WELL Item No.1 Desilting the Supply Well, Intake Well / HeadWorks, Sump of water supply / sewerage works etc. in wet or dry condition includinglifts upto 9 M and lead upto 150 M as required beyond the work site, stacking,spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. Lift 9.00 to 10.00M

Item No.2 Excavation in general in 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, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling Lift 10.00 to 10.50 M

Lift 10.50 to 12.00 M

Lift 12.00 to 13.5 M

Lift 13.50 to 15.00 M

Item No.3 Removing & Errecting Rolled steel Joist (Girder) pole 150 x 80 mm/150 x75 mm (14.9 kg /m) with provided base plate. Removing & Re-errecting of Existnig Girder on Supply Well

Item No.4 Removing & Re-Errecting of Submersible Solar pump With Drop Pipe During Blasting /Excavation of Supply Well…Etc Removing, Disassembling, Assembling & Rerection of Girder, Pumps & Valves 200% 5.0 Hp Submersible Pumpset

200% Sluice Valves & Reflux Valves

Item No.5 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. 5 BHP pumps daily 6 hrs for 45 days

Item No.6 Horizontal Bore well 40 m length 6 No.s Taking horizontal bore well of 115 mm dia and 40 M of depth (as per GSDA certificate)

Item No.7 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed. Lps less than 25,000

SUBWORK NO 3 RISING MAIN Item No.1Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cement solvent). 110 ø

Providing and supplying ISI standard pvc specials & fittings including transportation to stores / site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete. 10% For specials of pipe cost

Item No.2 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. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. Medium Pipe 80 ø

Item No.3 Providing and supplying ISl mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1 100 ø

Item No.4 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 GOt & GOM in all respect etc. complete Without by pass arrangement - PN -1 Scour Valve 100 ø

Item No.5 Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. Air Valve Single Ball Flanged Type - PN -1 40 ø

Labour Section Item No.6 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5

Item No.7 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_x0002_A-2/259) Lift 0 to 1.5

Item No.8 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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) Lift 0 to 1.5

Item No.9 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

Item No.10 Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source 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 ø

Item No.11Hydraulic 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 Working pressure 6 kg/cm2 110 ø

Item No.12Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. Medium Pipe 80 ø"

Item No.13Hydraulic 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 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. Medium Pipe 80 ø

Item No.14 Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 100 ø

Item No.15 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 tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) upto 140mm

Item No.16Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 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. As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover.

Item No.17 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) For encasing and reconstruction of road

Item No.18 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 Volume of Refilling

SUBWORK NO 4 - PUMPING MACHINARY Item No.1Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer. Pump should have suitable discharge outlet as per manufacture's design. Antithrust streamlined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. FROM PR. SUPPLY WELL TO PR. ESR Submersible Pump 100 mm dia (with Bronze / Stainless steel (CF8M) Impeller) upto 8 stages Provide duplicate set of submersible pump capable of discharging 16014 litres/hour against a total head70 M be driven by 10 B.H.P electrical motor directly coupled to it . One pump will be in operation and one pump will be standby.

Item No.2 Supplying and erecting Cupboard type panel board. As per Rate Analysis

Item No.3 Supplying and erecting flat flexible 3 core 6 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.

Item No.4 Providing & erecting ISI mark G.I. pipe of following class and dia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 65 mm dia (heavy) on well

Item No.5 Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984) a) Without bypass arrangement - PN - 1 65 mm dia

Item No.6 Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete. a) Sluice valve - PN - 1 (Without bypass) 65 mm dia

Item No.7 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.) a) Sluice valve - PN - 1 (Without bypass) 65 mm dia

Item No.8 Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia)

Item No.9 Providing pipe type earthing with 40mm dia G.I Pipe or 20 mm dia G.I Rod complete with all materials as per specifications no EA-EP Plate type Electrode (IS 3043) 1. For panel board - 1No.

Item No.10 Supplying and erecting 'b' class GI bend in position with necessary material. 65 mm dia

Supplying and erecting 'b' class GI Tee in position with necessary material. 65 mm dia

Supplying and erecting 'b' class Coupling in position with necessary material. 65 mm dia

Item No.11 Provision of electrical wiring

SUBWORK NO -5 DISTRIBUTION SYSTEM Item No.1 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, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent). 75 ø

90 ø

110 ø

140 ø

Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete. 10% of cost of pipes

Item No.2 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. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. Medium Pipe 65 ø

80 ø

100 ø

Item No.3 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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1. 65 ø

80 ø

100 ø

LABOUR Item No.4 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5

Item No.5 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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. Lift 0 to 1.5

Item No.6 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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) Lift 0 to 1.5

Item No.7 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all 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 by all means. (Bd-A-6/259)

Item No.8 Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source 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) Working Pressure 4 kg/cm² 75 ø

90 ø

110 ø

140 ø

Item No.9 Hydraulic testing of PVC pipe line to specified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position. 75 ø

90 ø

110 ø

140 ø

Item No.10 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. Medium Pipe 65 ø

80 ø

100 ø

Item No.11 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 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. Medium Pipe 65 ø

80 ø

100 ø

Item No.12 Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 65 ø

80 ø

100 ø

Item No.13 Providing and fixing C.I. 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 100 mm x 225 mm (20 kg)

Item No.14 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) For Road Reconstruction PCC M150

Item No.15 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 volume of refilling

Item No.16 Providing & making solid support for FHTC ( Functional Household Tap Connection ) withc.c stand in c.c 1:3:6 mix base platform size 1.10m x 0.95 m + width 0.20m + depth below gl 0.10 x 0.20 deep wailing with 110 mm dia x 0.65m+deep stand in c.c 1:3:6 as per drawing including centering, curring, finishing etc. Completed painting in oil paint in various colours as per directed by engineer incharge.

SUBWORK NO 6 ESR: Item No. 1 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 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 meters, 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 design. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. 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. The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks. For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. The entire structure shall be in M-300 mix only. Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300. 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 stretch at shallow depth, extra provision of dewatering shall be made as per site condition. All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 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. 75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column. For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside. Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. 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 lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item. The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate 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. The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below: Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR). RCC ESR 15000 LITRES STAGING HEIGHT 12 M HEIGHT OF TANK 3 M Cost of 25000 Ltr Further rate 0 litres @ 15.68 per litre Total cost for 15000Litres @ 12 m staging Height Cost decreases 2% per meter below 12m (i.e 0 m=0%) ADD 7.5% FOR SBC Total cost for RCC ESR 15000 LITRES STAGING HEIGHT 12 M HEIGHT OF TANK 3 M Concrete Qty of 15000 lit ESR = 20.55 cum Metal 0.90 =18.495cum @303.70 sand 0.45= 9.247 cum @92.20 steel difference (1.605x97206)-(1.605x84527)=156016-135666=27133.06 Total cost for RCC ESR 20000 LITRES STAGING HEIGHT 12 M HEIGHT OF TANK 3 M INCLUDING lead charges

Item No. 2 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. Inlet 100 mm dia.CI.D./F pipes

Outlet 100 mm dia.CI.D./F pipes

Overflow 100 mm dia.CI.D./F pipes

Washout 100 mm dia.CI.D./F pipes

Item No. 3 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 GOt & GOM in all respect etc. complete Sluice valves PN-1 without bye-pass arrangement 100mm dia. Sluice valve - Outlet/Distribution

100 mm dia. Sluice valve - Inlet/Bypass

80mm dia. Sluice valve - Washout

Item No. 4 Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. 80 mm

100 mm

Item No. 5 Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete.

Item No. 6 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 1.20m x 0.90m size made out 18 gauge (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 back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge with two coats of greystove ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.

SUBWORK NO 7 RCC UNDERGROUND BANDHARA Item No.1 : Cleaning cutting thorny shrubs bushes, grass as directed with 15m lead and lift up to 1.5m

Item No.2 :- Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment,filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or forformation of service road / embankment as directed including cost of all materials, machinery,labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift Above NBL deduct existing nallah Lift 0.00 to 1.50 M

Item No.3 :- Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. Lift 1.50 to 3.00 M

Item No. 4 :- Excavation in Soft Rock without blasting includingboulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. (As per rate analysis) Lift 3.0 to 4.50 M

Item No.5 :- Excavation in Hard Rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and lift up to 6 m Lift 4.50 to 6.0 M

Item No. 6: - Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete (excluding royalty of material) Lift 5.00 - 4.50 M

Item No.7 :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite /graded metal for foundation and bedding with Concrete Mixer including placing, compacting, curing etc. complete with an initial lead of 50 m & lift of 1.5 m. For PCC M-150 Lift 5.00 - 4.50 M

Item No. 8 :- Providing and laying in situ cement concrete of grade M-25 of trap / granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments, slab etc. with Concrete Mixer including shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. and lift of 1.5 m. (A) M-25 (20 MSA) (Cement 7.62 bags/Cum) For Beam Lift 4.70 -4.40 M For Walling

Below NBL- Lift 4.40 - 4.00 M

Lift 4.00 - 3.50 M

Lift 3.50 - 3.00 M

Lift 3.00 - 2.50 M

Lift 2.50 - 2.00 M

Lift 2.00 - 1.50 M

Lift 1.50 - 0.00 M

Above GL Lift 0.0 -1.50

Item No. 9 :- Providing & fixing in position Reinforcement of various dia. Including cutting , bending , hooking , laying in position and tying M.S./ HYSD / TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete ( A ) 12 MM Vertical Bars Each Side For Walling 200 mm c/c & Alternate Vertical Bars No of Vertical Bars Length of Vertical Bars = 5.0 + 0.4 + 0.6 = 6.0 m Weight of Bars Per Meter = 0.89 kg/ m For Beam No of Bars = 8 No Length of Bars = 20.6 m Weight of Bars Per Meter = 0.89 kg/ m

B ) 10 MM Horizantal Bars each side of walling 200 mm c/c & Alternate Horizantal Bars No of Bars = 5.60 m/ 0.200 m Length of Horizantal Bars Weight of Bars Per Meter = 0.62 kg/ m

( C ) 8/6 MM Bars For Stirrups 100 MM C/C Stirrups 8 mm Dia Length of Bars = 0.45 +.45 +0.25 +0.25 +.10 = 1.50 m Weight of Bars Per Meter = 0.39 kg/ m

Item No. 10 :- Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc. complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc. complete. days x No x HP x Hr = BHP/Hr

Item No.11 :- Back filling up to ground level behind the canal structures etc. complete (without royalty) with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete. Total Excavated Qty Deduct Strcture Qty

Item No.12 :- Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of 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 in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge.

Item No.13 :- Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material.

SUB WORK NO - 8 NO. OF RECHARGE SHAFT Item No. 1. Provision road for bore vehicle as per directed enginner in charge

Item No.2 Providing and drilling 150 mm dia. Bore up to required depth etc. complete

Item No. 3. Fixing PVC casing of 140 mm dia. 1x12 = 12 m (IS 4985-1988) PVC 140MM 6 Kg /cm2

WEEP HOLE 63 mm 6 kg/cm2

Item No. 4. Borewell cap for 180 mm dia. PVC pipe

Item No. 5. providing and fixing in position Steel bar reinforcement of various diameters for RCC piles caps footing foundations slabs beams columns canopies staircase 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 take welding as required complete (including cost of binding wire)

Item No.6. Providing and laying shrouding material in recharge shaft in proper layers as filter media etc complete 6mm to 12mm pabbles

Item No. 7. Tansportation (director gsda pune let no. Awedhan/kaksh 1/Kh.Vi.Ka/darnishiti/5705/10 dt.16.11.2010)

Item No8 'Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed , shoring and strutting 'preparing the bed for the foundation and excluding back filling complete.

Item No.9 Providing and laying in situ C.C. of trap/granite/ quartzite/ gneiss metal of aproved quality for R.C.C. work as per detailed drawing & design or as directed including dewatering, centring, formwork, compaction, finishing, the formed surfaces with C.M.

SUBWORK NO -9 CATTLE TOUGH Item 1: 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M Excavation for cattle trough

Excavation for connecting pipe

Item 2: Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.

Item No.3: Filling in plinth and floors/ trenches with contractor's murum in 15cm to 20cm layers including watering and compaction complete.

Item No.4: Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad Rajashree, etc cement is permitted. PCC M-150

Item No.5: 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, 'plywood form work,bully/steel propups propups, compaction, finishing 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-150 bottom slab

Item No.6 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gnesis metal of approved quality for RCC work as per detailed drawings and designs or as directed by including normal dewatering, centering, 'plywoodEngineer in charge formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:03 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 In RCC M-150 Long Wall for cattle trough

short Wall

Guard Wall back side to cattle trough platform

Item No.7 Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, lintels, pardies, copings, fins, arches, etc. as pernewels, chajjas, detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire)

Item 8: Providing and supplying Blue MDPe pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue colour only assurance certificate from quality agencies like WRC /CIPET (India)with quality. /DVGM /KIWA /SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed. 32mm dia MDPE Pipe for water supply to cattle trough

Item No.9: Providing, lowering, laying MDPE specials Including tap connection etc. complete as directed. Specials required for making connctions and fittings including tap, drainage arrangement

SUBWORK NO 10 TRIAL RUN ITEM NO 1 Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. For single village ( for 3 months )

SUBWORK NO 11 TAP CONNECTIONS WITH ROAD CROSSING FOR 15 mm SERVICE CONNECTION

WITHOUT ROAD CROSSING FOR 15 mm SERVICE CONNECTION