Rural Development Department Tender

Providing ,installing commissioning 200 mm dia full bore electromagnetic flow meter on rising main with all accessories (For R/M of Pumpset under Item no. 1 ) MJP (M.) CSR / WM 3-2/65

Prefabricated Package Water 1) Rapid mixing channel in M.S. sheets and M.S. baffle. 2) Flocculator not less than 10 minutes detention, in M.S. prefabricated box, flocculation being achieved either by glass pebbles of graded size or PVC tetrapod or equivalent arrangement to ensure good floc formation. Package Water Treatment Plant 0.80 MLD 34 Cum/Hr. (0.80 MLD)

Sluice valves 100 mm dia.

Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size 90 x 60 x 120 cm.

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. For murrum bedding

Sluice valves PN - 1 --100 mm dia

F) RCC M-250 for Chajjas I) Lift 5.00 to 10.00 M (10188+10%)

Item No.4:- Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work 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 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 ) A) RCC M-250 for Raft Slab I) Lift 0 to 5.00 M

Sluice/Score valves PN - 1 --80 mm dia.

ii) Lift 5.00 to 10.00 M ( 97206*1.05)

Item No.15:-Providing internal cement plaster 12mm. 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. without neeru finishing

Providing at site of works HDPE .specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete. 1 % of Cost of pipes

Item No.6:-Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge.

C) RCC M-250 for Slabs & Landings I) Lift 0.00 to 05.00 M (9910.00)

150 mm dia.D I D/F pipe

Item No.18 :- Providing and applying white wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.

E) RCC M-250 for Columns I) Lift 0.00 to 5.00 M (9404.00)

75 mm pvc 4 kg/cm2 pipe

iii) Lift3.00 to 4.50 M

Sluice valves PN - 1 --200 mm dia

Supplying, installing, testing & commissioning 3 phase, 11/0.433 kV, 50 Hz., 25kVA Mineral oil immersed and naturally cooled outdoor type, aluminium wound Non-sealed transformer, delta/star connected with additional neutral brought out on load side, temperature rise should not exceed 40 by thermometer in oil and 45 by the resistance method in winding at full load rating, using type A winding insulation (kraft paper) with standard accessories complete with test certificate with losses below 190 Watts at 50% load, 635 Watts at 100% load as per IS:1180 (part 1) : 2014 with necessary permissions of Electrical Inspector, as per specification no SS- TR-NSL.

Providing and fixing signboards of size size60x80cm made out of 14gauge M.S.Sheet with retroreflective sheeting of Engineering Grade as per M.O.T.specificationNo.801-3(1993)white reflective background,lettering symbol bordering of black non reflective paint including 3.65 metre long M.S.angle onepost of 65x65x6mm size duly painted with white and black bands including fixing the boards of M.S.angle with galvanised nuts and bolts and washer.The Board shall be as per IRC-67-1977 including conveying fixinging round with C.C.1:4:8 block of size0.60x0.60x0.75m,with 7 year guarantee for the sheeting etc.complete. Mild Steel Board with Engineering Grade.

i) Lift3.00 to 4.50 M

Add.Distribution 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 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). 160 mm pvc 4 kg/cm2 pipe

Item No.6:- Providing second class Burnt Brick masonry with conventional/ I.S.type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete (6875.00+20.35)

Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size 90 x 60 x 120 cm.

Provision for Chemical charges for one month -- etc comp. For 3 Months requirement (0.287 x 90x5 kg )=0.13 MT

75 mm pvc 4 kg/cm2 pipe

I) Lift 10 to 15.00 M (9910+20%)

CHAIN LINK FENCING Item No1:- Providing and errecting chain link fencing 1.6 m height with G.I. Chain link of size 50x50 mm 8 gauge thick and fixed 75 mm above ground level vertical M.S. angle of 40x40x6 mm size embeded in C.C. block of 1:4:8 mix of size 450x450x6.70 mm @ 1 + 5 m c/c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c/c 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 abgles both sides at every corner or bends embeded in concrete block of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc complete as directed by Engineer-in-charge.

Supplying & erecting inline D. P. structure for 11/0.415 kV, 63 kVA transformer with R.S.J. pole 2 nos. of size 100 x 116 mm x 11 Mtr. long with suitable distribution box of C.R.C.A. sheet 16 SWG with 4 pole MCCB 300 amps as incomer & 6 nos. 100 amps kitkat/MCCB for outgoing circuits. Transformer D.P. structure includes the A. B. switch 200 amps, D.O. fuse set & L.A. set, 2 nos.of top channel of size 100 mmx 50 mm for erection of A.B. switch & 2 nos. base channel of size 100 mm x 50 mm for erecting Transformer. channel of size 75 x 40 mm for erecting D.O. fuse set,L.A., A.B. switch handle etc. Angle of size 50 x 50 x6 mm for erecting distribution box, transformer belt etc.as per drawing (min. 124 Kg.iron work) with necessary clamps, nut-bolts, vee cross arm, top clip,insulators etc.complete with caution board & barbed wire. D.P.structure shall be erected in c.c. foundation complete.

90 mm pvc 4 kg/cm2 pipe

iv) Lift 4.5 to 6.00 M

v) Lift 6.00 to 7.50 M

Providing, errecting, and testing of M.S. specials of various dia as per detailed specifications etc. complete. (Civil CSR,Sec. I.MS Specials No. 7-C

180 mm pvc 4 kg/cm2 pipe

providing and supplying ISI 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)With Third Party Inspection 125 mm dia.

D) RCC M-250 for Slab I) Lift 0.00 to 05.00 M

Item No.7:-Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing etc. complete. 200 mm dia C.I. B Class

200 mm pvc 4 kg/cm2 pipe

Item No.10:-Dewatering charges for estimation purpose for head works in river basin or dam d)Connection Main

Item No.11 :- Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. a)      8 mm thick

Item No.9:- Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing with hot dip zinc coating including fabricating glazing with plain / obscured glass pans 5 mm thick and approved type quality and iron oxidized fixtures and fastening with guard square bars 12 mm 10 cm c/c and oil painting 2 coats etc. complete.

125 mm dia. D/F Sl. Valve PN 1.0

Item No.5:- Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, 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) I) Lift 0.00 to 05.00 M ( 97206)

Item No.3:- Providing and fixing wicket gate 1.0 m wide for compound with 40 mm dia M.S. block pipe medium class approved grill work RCC M-150side pillars of 25 cm x 40 cm x 2.50 m height its foundation, finishing painting etc complete.

Item No.7:- Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate 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. 62481979) (With mechanical gear)

Providing , installing commissioning and testing of L.T. Panel board cubical type etc complete (As per rate analysis)

Providing , installing, comissioning and testing of C.I.D.F.Reflux valves PN - 1.0 without by pass arrangement -- etc complete 65 mm dia for each Pumpset Civil CSR / Pipe App. I.No. 1A-a-7/138 +I.No. 4a-vii/144

90 mm pvc 4 kg/cm2 pipe

Item No.4:- Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work 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 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 ) A) RCC M-250 for Ring Beam I) Lift 10.00 to 15.00 M

Item No.2 :- Providing and supplying ISI standard C.I. S&S . specials & fittings with C.I. S&S . pipes including cost of all labours and materials and transportation to stores / site, loading , unloading including all taxes , etc. complete. For all types of specials , bends,tees etc. 5 % of Item No.1

I) Lift 5.00 to 10.00 M (9910+10%)

providing and supplying ISI 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)With Third Party Inspection 150 mm dia.

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, 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.

PW RISING MAIN Item No. 1:- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) with nesessary jointing material like mechanical connector i. e.thread / insert joint / quick release coupler joint/ compression fitting joint or flanged joint excludingcoupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 140 mm HDPE 6 kg pipe

iv) Lift 4.5 to 6.00 M

Supplying & erecting inline D. P. structure for 11/0.415 kV, 63 kVA transformer with R.S.J. pole 2 nos. of size 100 x 116 mm x 11 Mtr. long with suitable distribution box of C.R.C.A. sheet 16 SWG with 4 pole MCCB 300 amps as incomer & 6 nos. 100 amps kitkat/MCCB for outgoing circuits. Transformer D.P. structure includes the A. B. switch 200 amps, D.O. fuse set & L.A. set, 2 nos.of top channel of size 100 mmx 50 mm for erection of A.B. switch & 2 nos. base channel of size 100 mm x 50 mm for erecting Transformer. channel of size 75 x 40 mm for erecting D.O. fuse set,L.A., A.B. switch handle etc. Angle of size 50 x 50 x6 mm for erecting distribution box, transformer belt etc.as per drawing (min. 124 Kg.iron work) with necessary clamps, nut-bolts, vee cross arm, top clip,insulators etc.complete with caution board & barbed wire. D.P.structure shall be erected in c.c. foundation complete.

iv) Lift 4.5 to 6.00 M

C) Trench Making , underground trench wherever necessary for laying of various sizes cable, including all materials such as sand, bricks etc complete. PWDCSR 2019-20/ 16-1-1

200 mm pvc 4 kg/cm2 pipe

Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.

Providing , installing, comissioning and testing of 100 mm dia CIDF sluice valves Glandless PN -1.0 Rating etc completed Civil CSR / Pipe App. I.No. 24-5/156 +I.No. 4a-vii/144

180 mm pvc 4 kg/cm2 pipe

Providing at site of works HDPE .specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete. 1 % of Cost of pipes

Item No.13:- Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.

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 excluding hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valves 150 mm dia.

Item No. 12:- Providing and supplying internal elactrification to switch room etc. comp. Rate analysis attached

Item No 6 :- 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.

I) Lift 5.00 to 10.00 M

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.

Item No.3:- Providing and laying in situ cement concrete M-15/ 1:2:4 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpulin, curing etc complete (Wooden planks/ shuttering will not be allowed) P.C.C. M-150 (1:2:4)

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications 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 insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 40mm valve flanged Type PN-1

Providing and supplying ISI standard C. I. specials & fittingwith 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.

vii) Lift 12.00 to 13.50 M

iii) Lift3.00 to 4.50 M

Providing and 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 125 mm dia.D I D/F pipe

Providing at site of works PVC.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete. 10% of Cost of pipes

Connecting Main Item No.1:-Providing and supplying ISI mark C.I. S&S pipes (push on joints pressure pipes of C.I.of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) including all statutory duties and taxes levied by GoI and GoM in all respect, Education cess,VAT, Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway freight unloading from railway wagon, loading into trucks, transportation to departmental stores / site of work, unloading stacking etc. completed as directed by Engineer- in- charge(IS:1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gasskets. 200 mm dia C.I. B Class

Sluice valves 80 mm dia.

140 mm pvc 4 kg/cm2 pipe

TRAIL RUN Item No. 1:- Commisioning running and maintaining the scheme to quantites, 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. Trial Run For 1 month

Item No.17:-Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.

Item No-5 ;-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. i) Lift 1.5 to 3.00 M (1016+28)

iv) Lift 6.0 to 7.50 M

Providing and fixing M.S sluice gates in position….. As directed by Engineer in charge

Item No. 1 (a):-Submersible pump Providing, erecting and giving test of submersible pump setconforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable forworking on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to with stand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined 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.With Mechanical seal of TCTC Construction 12.5 HP submersible pump

Item No.8:-Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete i )     90 x 60 cm size and weight 35 kg

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. vi) Lift 7.5 to 9.00 M (1016+ 28x5)

Providing safety equipments as per I.E. rules required for transformer substation etc. complete. (As per rate analysis)

Item No.21:-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.

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. i) Lift 1.5 to 3.00 M

INTAKE WELL Item No.1:-Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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 baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. i) Lift 0 to 1.50 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. For murrum bedding

A) Incoming cable :- Supplying, erecting & terminating XLPE armoured cable 1100 V. 3½ core 25 sq. mm. aluminium conductor with continuous 12.97 sq. mm. (8 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( From supply point to Main MCCB in Panel Board ) (PWD CSR 2022-23/7-1-15)

110 mm pvc 4 kg/cm2 pipe

B) RCC M-250 for vertical wall I) Lift 0.00 to 05.00 M

I) Lift 10.00 to 15.00 M ( 97206*1.10)

Item No.9:-Hydraulic testing of C.I./D.I. 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, operationcharges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor C.I.B. Class

Sluice valves PN - 1 --200 mm dia.

Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. Sluice valves PN - 1 --150 mm dia.

Hydraulic testing of H.D.P.E/ M.D.P.E. 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 140 mm HDPE 6 kg pipe

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, 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.

F) RCC M-250 for Chajjas I) Lift 5.00 to 10.00 M (10188+10%)

F) RCC M-250 for Chajjas I) Lift 5.00 to 10.00 M (10188+10%)

Item No.9:-Providing, hoisting and fixing in position inverted ‘J’ type 100 mm dia. C.I. cowl type ventilators with mosquitoproof aluminium mesh at top including applying 2 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge, weighing not less than 35 kg.

Item No. 9:- Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete. 80 mm dia P.N. 1 with fixing on delivery side ( 4966+1251)

Item No. 4:- Supplying and erecting G.I. Pipe 'B' in position for suction and delivery for submersible pump including pumbing with socket and necessary material 80 mm. Dia

Supplying, installing, testing & commissioning 3 phase, 11/0.433 kV, 50 Hz., 25kVA Mineral oil immersed and naturally cooled outdoor type, aluminium wound Non-sealed transformer, delta/star connected with additional neutral brought out on load side, temperature rise should not exceed 40 by thermometer in oil and 45 by the resistance method in winding at full load rating, using type A winding insulation (kraft paper) with standard accessories complete with test certificate with losses below 190 Watts at 50% load, 635 Watts at 100% load as per IS:1180 (part 1) : 2014 with necessary permissions of Electrical Inspector, as per specification no SS- TR-NSL.

Item No.14:- Providing and fixing in position Copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5M long with a knob at end and with conical spike at top, alluminium tape conductor 20 x 3 mm size copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing & fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes. i) For tape of 15 m height

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

Item No.20:-Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.

Item No.10:-Dewatering charges for estimation purpose for head works in river basin or dam b)Intake well of 3 M dia

F) RCC M-250 for Chajjas I) Lift 5.00 to 10.00 M (10188+10%)

C) Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete. (M.J.P. DSR 22-23 Page No.51, I.No.5 )

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 and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. Sluice/Score valves PN - 1 --150 mm dia.

Item No. 8:- Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon 80 mm dia P.N. 1 with fixing

I) Lift 5.00 to 10.00 M

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 excluding hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valves PN - 1 --150 mm dia.

PCC M-150

Item No. 5:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main 100 mm. Dia

Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loadingclamp etc. and all labours as directed by engineer incharge as per IS-7634 Part II 140 mm HDPE 6 kg pipe

Item No. 7 :- Providing and supplying M.S. special at site including all taxes (central & Local )RailwayFright Insurances on loading from Railway wagon Loading Truck Transport to store/site unloading etc.. Comp. As directed by Engineer in Charge G I pipe special

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). 160 mm pvc 4 kg/cm2 pipe

vi) Lift 7.5 to 9.00 M

ii) Lift 1.5 to 3.00 M

Providing , errecting, commisioning of plate type eathing etc complete. (PWD CSR 2020-21 /9-1-3 )

Providing and fixing required electrifications inside the pump house and outside of pumphouse including point wiring , lighting fixtures , poles cables, etc complete. (As per rate analysis)

225 mm pvc 4 kg/cm2 pipe

ESR ABSTRACT RCC ESR CAP 71,000 LITR STG HT 12.00M 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 containerincluding 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. Notes:1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised) 2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks. 3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory. 4.. The entire structure shall be in M 300 mix only. 5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. 6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level. 7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity. 8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300 9. These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition. 10. All condition 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. 11.. 75% part rate shall be payable for reinforced cocnrete 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. 12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column. 13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside. 14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item. 15.The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate resistant cement shall only be used. Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR. 16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below 12 to 16 M staging 2% per metre 16 to 20m staging 3% per meter 20 M and abovd - 4% per metre I.e. for 17m stagging height percentage calculation will be like below 12 to16m = 4 x 2 = 8% 16 to 17 m x 1 x 3 = 3% Total = 11 % For 21 m stagging height Percentage calculation will be like below 12 to 16m = 4 x 2 = 8% 16 to 20m = 4 x 3 = 12% 20 to 21m = 1 x 4 = 4% Total = 24% 17. 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 C.S.R.) Note:- 1) Conditin from Sr.No.1 to 11 shall form a part and parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R. Note:-2) Condition from Sr.No.12 to 17 are for estimation purpose only and shall not be appear in the tender. Cost of 71,000 litres capacity 12 m stage height ESR Add for raft foundation 7.5 % Net Total Cost of 71,000 litres capacity 12 m stg. height ESR RCC ESR 71,000 lit.Cap.

Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. Sluice/Score valves PN - 1 --125 mm dia.

Item No. 2:- Providing erecting commissinory L.T. panel board with all required accessories for the pump in above item No. 1.. etc.complete

RW RISING MAIN Item No. 1:- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) with nesessary jointing material like mechanical connector i. e.thread / insert joint / quick release coupler joint/ compression fitting joint or flanged joint excludingcoupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 160 mm HDPE 6 kg pipe

100 mm x 225 mm (20 kg)

100 mm dia. D/F Sl. Valve PN 1.0

D) RCC M-250 for Beams & Lintels I) Lift 5.00 to 10.00 M

Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. 150 mm dia. D/F Sl. Valve PN 1.0

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 For murrum bedding.

Item No.22:- 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.

b)Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over Item No.1 (b load as per IS 3832 carrying ISI mark. MJP (M) CSR 2022-23 LF 1-2/14

Item No.8:- Laying in position and fixing CIDF sluice valve/Reflux valve/Air valve of following nominal dia including cost of conveyance from store to site of work all jointing material labour and hydraulic testing etc.comp. 200 mm.dia. CIDF Sluice valve PN-1

Item No.3:- Providing double flange sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc.comp. 200 mm.dia. CIDF Sluice valve PN-1

vii) Lift 9.00 to 10.50 M

Item No.4:-Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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 baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. i) Lift 0 to 1.50 M

JACK WELL Item No.1:-Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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 baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. i) Lift 0 to 1.50 M

PUMPING MACHINARY Item No. 1:- Providing erecting and giving test of submersible pump set confirming to IS. 8034 and motor confirming to I.S. 9283 with water proof binding pump shall be suitable for various delivery head and discharge with stainless steel shaft motor suitable for working on 415 10% 3 ph 50 Hz A.C. supply with cable gurad thrust carbon fiber bearing to with stand entire hydrulic thrust .the pump set shall be suitable for direct coupling with suitable saction stainer pump should have suitable discharge outlet as per manufacture design antithrust stream non retun valve shall be provided with the pump 3 m submersible copper conductor cable in single / double run 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump Submersible pump 10 HP with errection

I) Lift 5.00 to 10.00 M (9910+10%)

Item No. 13 Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board

Item No.19:-Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.

Sluice valves PN - 1 --80 mm dia

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

a) Travelling Trolley Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load MJP(M) CSR 2022-23 LF 2-2/14

Item No.7:-Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge.

Item No. 3: -B) Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark 3.5 core Solid / standard aluminium conductor with 6 mm thick 25 mm width m.s.. Spacer with G.I. Earth wire 6 Sq. mm complete erected on wall / on Pole with 25 X 3mm M.S. Clamp in provided trench in an approved manner 4 Core 10 Sq. mm

Fixing suitable designed panel cabinet with proper locking arrangement with glass window on front door etc completed. MJP (M.) CSR / WM 2-C/56

110 mm pvc 4 kg/cm2 pipe

Item No.2:- Providing and fixing M.S. Gate 2.50 m wide for compound with 40 mm dia M.S. black pipe medium class approved grill work RCC M-150 side pillars of 25 cm x 40 cm x 2.5 m height, its foundation finishing , painting etc..complete.

vi) Lift 7.5 to 9.00 M

Item No.5:- Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, 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) For Tor steel I) Lift 0.00 to 05.00 M

i)Providing , installing, commissioning 150mm dia.size and range 0 to 7 Kg/cm2 pressure gauge ---etc complete (PM11-1,P-8)

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 excluding hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valves 125 mm dia.

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. 225 mm x 300 mm (40 kg)

Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete. PCC (1:2:4) ie M - 150

B)Supplying & erecting flat flexible 3 core 10 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with coloum pipe assembly complete. (pwdCSR 2022-23/CB 12-4-13)

Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete. PCC (1:2:4) ie M - 150

Item No 14 :- Providing erecting triple spur rear type chain pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark LF 1-1 1 Tonne Capacity

Item No.12:- 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.

Sluice/Score valves PN - 1 --100 mm dia.

Item No.8:-Providing and fixing steel windows of various size as per detailed drawings with welded square bars 12mm at 10 cm centre to centre without hot dip zinc coating without/ with ventilator including fabrication, glazing with non- acentic/ plain/ obscured glass panes of approved type and quality all fixtures and fastenings without teak wood boxing and architraves and finishing with one coat of primer complete

Providing, best quality tools and instrument for operation and maintenance of the water supply schemes etc. complete. ( As per rate analysis)

Earthing Strip of Suitable Size Used to connect the Equipment to Earth pit. (PWD SSR 2020-21 I.No. 9-2-3 )/159

Sluice valves PN - 1 --100 mm dia.

Provision for Energy charges for one month -- etc comp.

Item No.10:- Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete.

140 mm pvc 4 kg/cm2 pipe

viii) Lift 10.5 to 12.00 M

Item No.16:- Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete / brick / stone masonry surfaces in all positions with base coat 12 to 15 mm. thick in C.M. 1:4 using grey cement and rough cast treatment 12 mm. thick in proportion of 1:1 1 / 2:3 using colour pigment including scaffolding and fourteen days curing etc. complete.

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, 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.

Item No.3:- Providing and laying in situ cement concrete M-15/ 1:2:4 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpulin, curing etc complete (Wooden planks/ shuttering will not be allowed) I) Lift 10.00 to 15.00 M

Item No.12:- Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Earthing Strip of Suitable Size Used to connect the Equipment to Earth pit. (PWD SSR 2020-21 I.No. 9-2-3 )/159

Item No. 2:- Supplying and erecting G.I. Pipe 'B' in position for suction and delivery for submersible pump including pumbing with socket and necessary material 100 mm. Dia

Hydraulic testing of H.D.P.E/ M.D.P.E. 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 160 mm HDPE 6 kg pipe

225 mm pvc 4 kg/cm2 pipe

Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loadingclamp etc. and all labours as directed by engineer incharge as per IS-7634 Part II 160 mm HDPE 6 kg pipe

ii) Lift 1.5 to 3.00 M

Item No. 3: - Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 4 sqm

Item No.12:- 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.