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| 1 | SUB WORK 1:-PROPOSED SUPPLY WELL (5.00M DIA 15.00M DEPTH)Item No. 1:- Taking Trial Bore (Core Bore Sampling) by Calyx machine with TCT/NX to get undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite. The item includes all higher and running cost of Calyx machine and back sampling all over burden strata in glass jar and Core samples serially numbered at size in a wooden Core Box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-In-Charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above G.L. with cap over it. |
| 2 | Item No.2:- Excavation for in general in soft material comparising of soft soil, soft murum hard murum with boulder in wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M includingbarricating guarding disposing off surplus excavated stuff with radius of 0.50 Km as as directed by engineer in charge.LIFT 0.0 to 1.5 M RL |
| 3 | Lift 1.5 to 3 M |
| 4 | Lift 3 to 4.5 M |
| 5 | Lift 4.5 to 6 M |
| 6 | Lift 6 to 7.5 M |
| 7 | Lift 7.5 to 9 M |
| 8 | Item No.3 :- Excavation for in general in Hard material comparising of soft rock, hard rock manjra rockin wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge. LIFT 9.0 to 10.5 M |
| 9 | LIFT 10.5 to 12.0 M |
| 10 | LIFT 12.0 to 13.5 M |
| 11 | LIFT 13.5 to 15.0 M |
| 12 | Item No.4 :- Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete.M-150 |
| 13 | Item No.5 :- Providing and casting in situ C.C. 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, plywood formwork, bully / steel prop-ups, compaction, finishing the formed surfaces with CM (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).For RCC M-300 grade slabs / landings / vertical walls / waist slabs / steps for staircase. Lift 0.0 to 5.0m above GL a) For RingBeam Bottom Ring ( 500 mm x300 mm ) |
| 14 | a) ForVertical Wall (7.5 m below GL & 1.5 m above GL )Above 1.5 m from GL |
| 15 | From GL to 5 m |
| 16 | From 5m to 10m |
| 17 | From 10m to 12m |
| 18 | Item No. 6 : - Providingand fixingin positionsteel bar reinforcementof variousdiametersfor RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircase, newels,chajjas,lintels,pardies,copings,fins,arches,etc. as per detailed designs, drawingsandschedulesincludingcutting,bending,hookingthebars,bindingwith wiresor tackweldingand supportingas required,etc.complete.(includingcost of binding wire) Lift0 to 1.5 m above GL |
| 19 | Lift0 to 5 m below GL |
| 20 | Lift5 to 10 m below GL |
| 21 | Lift10 to 12 m below GL |
| 22 | Item No. 7 :- Providing stuctural steel work in single stanchions composed of RSJ, channel, etc,with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc.as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 23 | Item No 8:- Providingand fixing M.S. chequerredplate flooringof following thicknesssupported onM.S.angles(25x25x5 mmsize)includingwelding,cuttingandfabricatingthe plates to the requiredsquare or rounding shape,makingholes in the plate, includingprovidingandapplying3coatsofanticorrosivepaint,etc.completeasdirectedby Engineer-in-charge.6 mm thick |
| 24 | Item No. 9 :- Providing and fixing MS ladder .50 wide consi..75 x 10 mm MS flat as stringer and 16 mm dia MS bars in double rows as steps place at 25 Mc/c including cost of material labour welding anchoring and applyingthree coats of anticorrossive paint etc. complete |
| 25 | Item No. 10 :- Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thickM.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 andpainting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shadeincluding cost of all labour, transporting bends to curved shape, etc.complete. |
| 26 | complete. |
| 27 | Item No 11:- Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts. |
| 28 | Item No. 12 :- 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. (Bd-A9/261 |
| 29 | Item No. 13 :- Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage,etc.andprovidingandapplying3coatsofant-corrosivepaint,etc complete as directed by Engineer-incharge |
| 30 | Item No. 14 :- Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including costofallmaterialsandlabourinvolvedwithallleadsandlifts.etc.complete with all leads and lifts |
| 31 | Item No. 15 :- Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. |
| 32 | Item No 16:- Carrying out recuperation/yield test for asserting the dischage of constructed well/excavated profile as directed by engg-in-charge. 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 recoreded. The normal water level/ subsoil water level in the well/profile as well as stainer/suction level at pump as per design of WS scheme shall be recorded prior to the test including cost of all material, overhead, labourers etc ompleted as directed |
| 33 | Item No. 17:- Taking horizontal bore in supply well by boring machine having 115 mm dia for horizontal bore(as as per GSDACSR 21-22) |
| 34 | Item No. 18:- Lowering & lifting becher in well & lifting cutting materials etc.. Complete |
| 35 | SUB WORK 2:- RISING MAIN90 MM DIA PVC. 6 KG/SQCM. LENGTH= 650 M 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 in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).90 mm 6 kg/Sqcm PVC |
| 36 | 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 |
| 37 | 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. 80 MM MEDIUM |
| 38 | Item No. 3:- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)80 mm dia. Score valve.PN-1.6 with out byepass arrangement |
| 39 | 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 GOI & GOM in all respect etc. complete.,80mm dia. Score valve. PN-1.6 |
| 40 | Item No. 5:- Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.32 mm dia. Air Valve |
| 41 | Item No. 6:- Excavation forpipe 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. |
| 42 | 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 A-2/259) |
| 43 | Item No. 8:- Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. |
| 44 | 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). |
| 45 | Item No. 10:- Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).90 mm 6 kg/Sqcm PVC |
| 46 | Item No. 11:- Hydraulic 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.90 mm 6 kg/Sqcm PVC |
| 47 | Item No. 12:- 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.i)80 mm dia. MEDIUM |
| 48 | Item No. 13:- 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.80 mm dia. MEDIUM |
| 49 | Item No. 14:- Lowering, laying and jointing in position following C.I.DIF Reflex 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.)Without by pass arrangement - PN -1 i)80 mm dia. Sluice valve. |
| 50 | Item No. 12:- Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete. |
| 51 | 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 150 mm Dia |
| 52 | Item No. 16:- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masomy in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size 0.6x0.45x1.2 |
| 53 | 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. |
| 54 | SUB WORK 3:-PUMPING MACHINARY 3 BHP, DISCHARGE = 5572 LPH, HEAD = 39 M Item No. 1:- Providing erecting & giving test of submericble pump sets confirming to IS 8034 & motor confirming IS 9283.Pump shall be suitable for various delivery head & discharge with stainless steel pump shaft & BRONZE impeller.Motor suitable for working o 415 V 10 %,3 ph 50 hz.A.C supply ,cableguard,thrust carbon/fibre bearing to accept entire hydraulic thrust, water proof winding shall be provided.The pump set shall be suitabel for direct coupling.Pump shall be havesuitable suction stainer shall aloso be provided 3 core ,single/ double run cooper conductor submercible type flat cable 3 m ,2 pairs of erction clamps Rates per pump 150 MM Dia upto 12 stages (as per design).3 BHP on Supply Well Head - |
| 55 | Item No. 2:- Supplyingand erecting Cupboard type panel board. |
| 56 | Item No. 3:- Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.CBCB2-3core-4 sqmm PVC cable |
| 57 | Item No. 4:-Providing ISI mark G.I. pipe of following class and dia excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores,etc complete65 mm dia .G.I. heavy Class. |
| 58 | Item No. 5:-Providing and supplying ISI mark CI D/F reflux valves ( non-return valves ) of following dia includingrailway freiight, inspection charges, unloading from railway wagon,loading into truck, transportaion upto departmental stores,unloading, stacking excluding GST levied by GOI & GOM inall respect etc. complete. Reflux valves as per I.S.5312 Part (1984)a) Without bypass arrangement - PN - 1 65 mm dia |
| 59 | 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) Without bypass arrangement - PN - 1 65 mm dia |
| 60 | 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. )sluice valve 50 mm dia . |
| 61 | 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) |
| 62 | 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. |
| 63 | Item No. 10.a.:-Supplying and erecting \"b\" class GI bend in position withnecessary material. 65 mm dia |
| 64 | Item No. 10.b.:-Supplying and erecting \"b\" classGI Teein position withnecessary material. 65 mm dia |
| 65 | Item No. 10.c.:-Supplying and erecting \"b\" classCoupling in position withnecessary material. 65 mm dia |
| 66 | SUB WORK 4:- SWITCH ROOM FOR PUMP 2.5 x2.5 x 3.0MITEM NO. 1 :- Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. Lift of 0 to 1.5 M |
| 67 | Item No. 2 :- 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 of 0 to 1.5 M |
| 68 | ITEM NO. 3 :- Providing & laying in situ cement concreteM-15 (1:3:6) with trap/granite/quartizite/ gneiss metal in face wall including plywood / steel formwork and steel centering,compaction by vibrator, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface, filling joints with bitumen, curing etc, complete. ( exculuding cost of reinforcement) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. newly laid concrete shall be covered by gunney bag, plastic, tarpaulin etc. ( Wooden centering/ formwork will not be allowed)PCC( M - 150) |
| 69 | ITEM NO. 4 :- Providing and casting in situ C.C. of M - 20 trap/ granite/ quartzite / gneiss metal of approved quality for RCC work in foundation and footing of RCC column steel sanchion including normal dewatering, centring, form work compaction, finishing and curring etc. complete. (excluding M.S., or Tor reinforcement)R.C.C. M-20 Grade for footing |
| 70 | ITEM 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. |
| 71 | ITEM NO. 6 :- Providing and casting in situ M - 20 C.C. 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, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching 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 M 20 Columns |
| 72 | ITEM NO. 7 :- Providing and casting in situ M - 20 C.C. 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, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching 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)BEAM |
| 73 | ITEM NO. 8 :- Providing and casting in situ M - 20 C.C. 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, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching 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 M 20Slab |
| 74 | ITEM NO. 9 :- Providing and casting in situ M - 20 C.C. 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, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching 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 M 20 Chajja |
| 75 | ITEM NO. 10 :- Providing II nd class burnt bricks masonery with conuentional IS type brick in cement mortor 1:6 including scaffolding racking out joints and watering in superstructure etc. complete.Plinth Level |
| 76 | ITEM NO. 11 :- Providing & Fixing in position Steel bar reinforcement of various diameters for RCC pipes caps footing foundations slabs beams, columns, canopies stair cases, newels, chajjas lintels pardies copings, fins, arches, etc, as per detailed design, drawings, and schedules including cutting, bending, hoking the bars binding with wires or tack welding and supporting as required etc. complete. |
| 77 | ITEM NO. 12 :- Providing and laying Rough shahabad stone flooring upto 40 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. |
| 78 | ITEM NO. 13 :- Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete |
| 79 | ITEM NO. 14 :- Providing sand faced plasterexternally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete. |
| 80 | Item No. 15 :- Providing and applying colour-wash of approved colour and shade in one coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc.complete. |
| 81 | ITEM NO. 16 :- 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 |
| 82 | ITEM NO. 17 :- 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. |
| 83 | Item No 18 :- Providing and fixing in position factory made box type steel window with glazed fan light including steelwindows 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 |
| 84 | ITEM NO. 19 :- Providing and fixingsteelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. |
| 85 | ITEM NO. 20 :-Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15mm (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/orprelim colours on one side after routing the moulded design on flush doors and 2 mmplain 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. |
| 86 | SUB WORK 5:- DISTRIBUTION SYSTEM TOTAL LENGTH = 2008 M PVC PN 4 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 in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).for75 mm dia PVC4 kg per sqcm |
| 87 | 90 mm dia |
| 88 | Providing PVC specials @10% cost of pipe |
| 89 | 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.65 mm dia |
| 90 | 80 mm dia |
| 91 | 100 mm dia |
| 92 | 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 GOI & GOM in all respect etc. complete. Sluice Valve PN-165 mm dia |
| 93 | 80 mm dia |
| 94 | 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 M |
| 95 | Item No. 5 :- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 M |
| 96 | Item No. 6 :- Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete.Lift 0 to 1.5 M |
| 97 | Item No. 7 :- Excavation for foundation / pipe trenches in hard rock by chiselling, wedging, line drilling by any other mechanical means other rthan 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.Lift 0 to 1.5 M |
| 98 | Item No. 8:- 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 perIS code,etc. complete (with cement solvent joint / ring fit joint). for75 mm dia |
| 99 | for90 mm dia PVC4 kg per sqcm |
| 100 | Item No. 9 :- Hydraulic 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. for75 mm dia |
| 101 | for90 mm dia |
| 102 | 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.Sluice Valve PN-1.6 65 mm dia |
| 103 | 80 mm dia |
| 104 | 100 mm dia |
| 105 | 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.65 mm dia |
| 106 | 80 mm dia |
| 107 | 100 mm dia |
| 108 | Item No. 12 :- Lowering, laying and jointing in position following C.I. D/F Reflux 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.) Sluice Valve PN-1.6 65 mm dia |
| 109 | 80 mm dia |
| 110 | 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.. WT 40 KG |
| 111 | Item No. 14 :- Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete. |
| 112 | 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. Total Pipe Volume to be deducted |
| 113 | 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.TOTAL COST |
| 114 | Item No 17 :- 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 ) |
| 115 | SUB WORK 6:-CONSTRUCTION OF R.C.C.E.S.R.\"SCAPACITY35000 LITRES, ST. HT.12 M. 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 ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, 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 M.S. ladder out side, stainless steel Ladder in container, 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 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. 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.Capacity 35000 litres, St. Ht.12 m. |
| 116 | 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. 100 mm dia.CI.D./F pipes |
| 117 | 100 mm dia outlet pipe |
| 118 | 100 mm dia overflow pipe |
| 119 | 100 mm dia Washout |
| 120 | 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 inspection charges, transportation upto departmental store, unloading, stacking100mm dia. Sluice valve - Outlet/Distribution |
| 121 | 100 mm dia. Sluice valve - Inlet/Bypass |
| 122 | 80mm dia. Sluice valve - Washout |
| 123 | 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 |
| 124 | 100 mm |
| 125 | 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. |
| 126 | sub work 7: - house connection(A) WITH OF HOUSE CONNECTION FOR 15 MM SERVICE CONNECTION |
| 127 | (A) WITHOUTOF HOUSE CONNECTION FOR 15 MM SERVICE CONNECTION |
