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| 1 | SUBWORK NO.01: DESILTING AND DEWATERING OF EXISTING WELL Item No 1: Desilting the Supply Well, Intake Well / HeadWorks, Sump of water supply / sewerageworks etc. in wet or dry condition includinglifts upto 9 M and lead upto 150 M asrequired beyond the work site, stacking,spreading, including necessary guarding, etc.complete, as directed by Engineer-in-charge. |
| 2 | Item No 2: Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete.7.5 BHP pumps daily 6 hrs for 15 days |
| 3 | SUBWORK NO.02: RISING MAINA.Material Section Item No 2: Providing and supplying in standard lengths ISI mark rigid unplasticised HDPE 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). 160 ø |
| 4 | Item No 2: Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete.10% For specials of pipe cost |
| 5 | Item No 3: 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 |
| 6 | Item No 4: 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 railwaywagon,loadinginto truck, transportation upto departmentalstroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984) 125 ø |
| 7 | Item No 5: 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. completeWithout by pass arrangement - PN -1 Scour Valve 125 ø |
| 8 | Item No 6: Providingandsupplying Air Valvesas per IS-10845and MJP’s standard specificationsdoubleorificetypecombinedwithscrewdownisolatingvalve,small orificeelasticballrestingonagunmetalorificenipple,largeorificevulcaniteball seatingon mouldedseatring,inletfaceanddrilled,includingall taxes(Centraland local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. Air Valve Single Ball Flanged Type - PN -150 ø |
| 9 | B Labour Section Item No 7: 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 |
| 10 | Item No 8: 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 |
| 11 | Item No 9: 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 |
| 12 | Item No 10: 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 |
| 13 | Item No 11: Lowering Laying and jointing with HDPE 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).160 ø |
| 14 | Item No 12: Hydraulic testing of HDPE pipe line to specified pressure includingcost of all materials and labour and water for testing for specified length including cutting, placing end cap makingarrangement forfillingsafewaterusingreciprocatingtypepumpswhich shouldbeabletoprovidespecified testpressuregaugesandothernecessary equipments,labour,operationcharges,etc. requiredfor testing.The rate underthis itemshallalsoincludecostofretesting,ifnecessaryandreinstatingtooriginal positionWorking pressure 6 kg/cm2160 ø |
| 15 | Item No 13: 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 Pipe80 ø |
| 16 | Item No 14: 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 80 ø |
| 17 | Item No 15: Lowering, laying, jointing in positionfollowing 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 ) 125 ø |
| 18 | Item No 16: 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 150mm |
| 19 | Item No 17: ProvidingandconstructingB.B.masonryvalvechamberwith15cmthick1:2:4 proportionPCCbedding,excludingexcavation,B.B. masonryin C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 90x45cm internal size and depth upto 1.2 m with R.C.C. Slab and cover |
| 20 | Item No 18: 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)Forencasingand reconstruction of road |
| 21 | Item No 19: Refillingthetrenches withavailableexcavated stuffwithsoftmaterialfirstover pipelineandthenhardmaterialin15cmlayerswithallleadsandliftsincluding consolidation, surcharging,etc. complete.Net Volume of Refilling |
| 22 | SUBWORK NO.03: PUMPING MACHINERY Item No 1: Providing, 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. SUPPLYWELL TO PR. ESR Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) upto 8 stagesProvideduplicate set of submersible pump capable of discharginglitres/hour against a total head M be driven byB.H.P electrical motor directly coupled to it . One pump will be in operation and one pump will be standby. |
| 23 | Item No 2: Supplyingand erecting Cupboard type panel board.As per Rate Analysis |
| 24 | 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. |
| 25 | Item No 4: Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete65 mm dia (heavy) on well |
| 26 | 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 - 165 mm dia |
| 27 | 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 |
| 28 | 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 |
| 29 | 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) |
| 30 | 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-EPPlate type Electrode (IS 3043) 1. For panel board- 1No. |
| 31 | Item No 10: a.Supplying and erecting \"b\" class GI bend in position withnecessary material. 65 mm dia |
| 32 | Item No 11: b.Supplying and erecting \"b\" classGI Teein position withnecessary material.65 mm dia |
| 33 | Item No 11: c.Supplying and erecting \"b\" classCoupling in position withnecessary material. 65 mm dia |
| 34 | SUBWORK NO.04: SWITCH ROOM Item No 1: Dismentling of existing/old switch room including cost of all necessary work,lifting the materials and stacking to the places as directed by engineer-in-charge…..etc |
| 35 | Item No 2: Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as perdetailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) RCC-200 FOR BEAM |
| 36 | Item No 3: Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S.or Tor reinforcement |
| 37 | Item No 4: Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as perdetailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)RCC-200 FOR ROOF BEAM |
| 38 | Item No 5: Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S.or Tor reinforcement) RCC-200 FOR ROOF SLAB |
| 39 | Item No 6: Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as perdetailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) RCC-200FOR LINTEL (doors and windows) |
| 40 | Item No 7: Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings,foundations, slabs, beams, columns, canopies, staircases, newels , chajjas , lintels , pardies,copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting,bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F-17/306) FOR 50 kg/cum of concrete (15.575x0.05) |
| 41 | Item No 8: Providing sand faces plaster externally in cement motar using approved screened sand,in all positions including base coat of 15mm.thick in cement mortar 1:4 using waterproofing compound at 1 Kg.per cement bag,curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm .thick in cement mortar 1:4 finishing the surface by taking out grains and curing for 14 days scaffolding etc.complete. |
| 42 | Item No 9: Providing and applying washable oil-bound distember of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces(excluding the primer coat) etc.complete Total Qty of Plaster= |
| 43 | Item No 10: Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete. |
| 44 | Item No 11: Providing and fixing in position factory made box type steel window with glazed fan light including steel windows of cold rolled section of 105 mm x 60 mm x 1.25 mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm )as per detailed drawing and design or as directed including providing horizontal mild steel 12 mm square bars at 10 cm center to center, required F7B section, section76, section 20 mm x 5 mm mild steel flat for shutter and F4B section for frame, 3 mm thick glass of approved quality for fan light necessary fixtures and fastening etc.complete finishing with one coat of anticorrosive paint.etc.complete |
| 45 | Item No 12: Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete. |
| 46 | Item No 13: Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm (5mmx3) thick x 30 mm width on one style and top rail and 10 mm (5mmx2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and/or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and/or prelam PVC on other side using rubber adhesive on flush door and solven tcement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. |
| 47 | SUBWORK NO.05: DISTRIBUTION SYSTEM A.MATERIALItem 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 |
| 48 | 90 ø |
| 49 | 110 ø |
| 50 | 140 ø |
| 51 | 160 ø |
| 52 | Item No 2: 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 |
| 53 | Item No 3: 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 Pipe65 ø |
| 54 | 80 ø |
| 55 | 100 ø |
| 56 | 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. 65 ø |
| 57 | 80 ø |
| 58 | 100 ø |
| 59 | B.LABOUR Item No 5: 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 |
| 60 | Item No 6: 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 |
| 61 | Item No 7: 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 |
| 62 | Item No 8: 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) Lift 0 to 1.5 |
| 63 | Item No 9: 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 |
| 64 | 90 ø |
| 65 | 110 ø |
| 66 | 140 ø |
| 67 | 160 ø |
| 68 | Item No 10: 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 |
| 69 | 90 ø |
| 70 | 110 ø |
| 71 | 140 ø |
| 72 | 160 ø |
| 73 | Item No 11: 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 |
| 74 | 80 ø |
| 75 | 100 ø |
| 76 | Item No 12: 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 |
| 77 | 80 ø |
| 78 | 100 ø |
| 79 | Item No 13: Lowering, laying, jointing in positionfollowing 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 | 80 ø |
| 81 | 100 ø |
| 82 | Item No 14: 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) |
| 83 | Item No 15: 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 |
| 84 | Item No 16: 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 |
| 85 | Item No 17: 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. |
| 86 | SUBWORK NO.06: CATTLE TROUGH Item No 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 |
| 87 | Excavation for connecting pipe |
| 88 | Item No 2: Item 2: Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packingand compacting), etc. complete. |
| 89 | Item No.3: Filling in plinth and floors/ trenches with contractor\"s murum in 15cm to 20cm layers includingwatering and compaction complete. |
| 90 | 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 |
| 91 | Item No.5: Providing and laying in situCement concrete of trap/granite/quartzite/ gneissmetal 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 |
| 92 | 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 ofsufficient 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-150Long Wall for cattle trough |
| 93 | shortWall |
| 94 | Guard Wallback sideto cattle trough platform |
| 95 | 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) |
| 96 | Item No 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 |
| 97 | 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 |
| 98 | SUBWORK NO.07: INFORMATORY SIGN BOARDItem No 1: 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 size35 x 35 x 3 mm frame with properly cross bracedM.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 Chargewith two coats of greystove |
| 99 | SUBWORK NO.08: TRIAL RUNItem 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 ) |
| 100 | SUBWORK NO.09: TAP HOUSE CONNECTION Item No 1: NO. OF HOUSE HOLDS CONNECTION PROVIDED WITH ROAD CROSSING FOR 15 mm SERVICE CONNECTION |
| 101 | Item No 2:WITHOUT ROAD CROSSING FOR 15 mm SERVICE CONNECTION |
