Tender For Construction Of Water Supply Scheme At Bharosa Tal. Korpana
Tender Overview
Project Description
Tender For Construction Of Water Supply Scheme At Bharosa Tal. Korpana
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Dec-2022 | 2022_CHAND_858233_2 | Date | 22-Dec-2022 |
| 2 | 22-Dec-2022 | C/O WATER SUPPLY SCHEME AT BHAROSA TAL. KORPANA | Date | 26-Dec-2022 |
| 3 | 26-Dec-2022 | SUPPLY SCHEME AT BHAROSA TAL. KORPANA | Date | 28-Dec-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work -1 BorewellItem No.1: -Drilling of borewell 150 mm dia byD.T.H. method in hard formation of suitable dia. as below including supply of material etc. complete. This job includes submission of strata met with the tube well to G.S.D.A. for deciding casing policy etc. with fees payable to G.S.D.A. |
| 2 | Item No.2: -Transportation of drilling rig unit and supporting vehicle including cost of all labour, fuel etc. complete. The necessary expenditure for making approach road etc. is included in this job. |
| 3 | Item No.3:-Providing, fixing and placing 140 mm dia 8kg/cm2 PVC casingpipe with socket etc. complete |
| 4 | Item No.4: -Lowering laying and placing 140 mm dia 8kg/cm2 PVC casingpipe etc. complete |
| 5 | Item No.5: -Cap for 140 mm dia PVC casingpipe |
| 6 | Item No.6: -Supplying, transporting and placing gravel packing of size 3/8” to ½” only including stacking, sorting, washing and placing etc. complete. |
| 7 | Item No.7: -Giving yield test of bore well by air compressor for 3 hours on 90V-Notch |
| 8 | Item No.8: -Flushing for 200mm dia.borewell |
| 9 | Item No.9: -Provision for Bacterriological test and Chemical test |
| 10 | Item No.10: -G.I.Clamps 100mm to 150mm |
| 11 | Sub Work 2-Pumping Machinary Item no 1-Provide duplicate set of Submersible Pump Set capable of discharging 11802 litres/hour against a total head 53 M be driven by 5.B.H.P. electrical motor directly coupled to it.One pump will be in operation and One pump will be standby. |
| 12 | Item No. 2- Supplying & erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply ,etc complete.Starter with original sheet steel encloser.I.G.-4 with contractor rating 16 amp |
| 13 | Item No. 3-Supplying erecting & terminating XLPE armoured cable 3 core 4sq. Mm.copper conductor continuous 5.48 sq. mm. ( 12 SVVG) G.i. earth wire complete erected with glands & lugs,on wall / trusses/ pole or laid in provided trench / pipe as per specification no.CBCB2-3core-4 sqmm PVC cable |
| 14 | Item No 4- Providing and fixing of steel clamp fabricated from M.S .flat 65 mm x 6 mm 1 m length including nut bolts and washers.M.S. clamp |
| 15 | Item No. 5- 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 complete50 mm dia .G.I. heavy Class. |
| 16 | Item No. 6-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- charge50 mm dia G.I heavy Class. |
| 17 | Item No. 7-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 (1984Sluice vavle 50 mm dia . |
| 18 | Non return valve 50 mm dia . |
| 19 | Item No. 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 giving satisfactory hydraulic testing etc.complete ( Rate for all class of valves. )sluice valve 50 mm dia . |
| 20 | Non Return valve- 50 mm dia. |
| 21 | Item No. 9-Providing & erecting 3 pole MCCB upto 1000A, 415V, with short circuit rating 25KA ( Ics=100% of Icu), adjustable thermal ( overload ) setting and fixed magnetic setting with provided leads,provision for installation of shunt /UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron / GI frame as per specification no. SW- SWR/MCCB32 A/40-4 Pole, 3 Phase. |
| 22 | Item No. 10- Supplying & erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished / pinted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate .Cupboard shall be duly grouted with suitablesizeof iron work in wall at the bottom. ( Size of cupboard shall be specified in the estimate ) |
| 23 | Item No. 11- L.T.current transformer with wound/ bar primary 10/5 Amp, ratio with 15 VA burden erected in provided M.S. box duly secured with insulting materials and connected to the meter. |
| 24 | Item No. 12- Providing and erecting main switch or ISI mark- Amp. |
| 25 | Item No. 13- Providing and fixing frame work for pannel board near well IsMC 100x50 and ISA 35x35x6 mm etc. complete. |
| 26 | Item No 14-Supplying and erecting PVC pipe \"\"b\" class 25 mm to 40 mm for eneclosing PVC cable. |
| 27 | Item No. 15Supplying and ercting galvannised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level necessary length of double G.I .Earth wire 8 SWG connected to plate with cadmijm plate G.I .Nut bolts 12 mm dia . With bituminous compound and run through 12 mm diaG.I . pipe 3 m long remaining portionof G.I .wire from surface of earth to switch gears in PVC pipe upto accessible height duty sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duty tested by earth teaster and recording the results |
| 28 | Item No. 16- Supply and erection\"B\"class G.I. Bend in position with necessary material.( MJP ELEC/MECH CSR 2021-22 It No. 1-4 PW1-5 P. No 11)PW 1-5 50 mm dia D.I. Bend |
| 29 | PW 2-5 G.I. Tee 50 mm dia |
| 30 | Item No. 17-Making trenches of suitable width and 0.7 m deep and laying provided L.T. cable and refilling the same with screened sand bed of 0.2 m thickto embedded the cable and bricks placed on both sideslength wise and top width wise all over the run and refilling the excavated earth without shine or hard material and making the surface proper with 0.15 m crown on the top |
| 31 | Item No. 18-Providing and errecting voltmeter A.C. cycles / sec. With 0 to 500V. Range flush type errected on provided M.S. 60 and errected with necessary PVC wireVoltmeter 144 x 144 Sq. mm. |
| 32 | Item No 19- Providing and errecting ammeter A.C. 50 0/50 450 v. or suitable range flush type complete errected in provided MS box connected to supplyAmmeter 96 x 966 Sqmm. |
| 33 | Item No. 20-Supplying and errecting set of 3 pilot lamp all back light with colour glasses with monitor lamp 230 volt / 250 volt errected on provided MS. Box with pannel type fuses and connected with PVC |
| 34 | Item No. 21- Supplying And errecting triple pole Iron Clad/metal clad switch and fuse 415/500 v. of suitable rating as below or approved make errected on original frame i) Incoming ICTPN-32 Amp/ |
| 35 | ii) Out going ICTP- 16 Amp. |
| 36 | iii) For lighting ICDP-16 Amp |
| 37 | Item No.22-Providing and fixing M.S.E.B. kitkat set etc. complete |
| 38 | Item No.23- Operating of pumping mavhinary through mobile network System |
| 39 | Sub Work 3-Rising MainItem No. 1-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. |
| 40 | Item No. 2-Excavation for 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 41 | Item No. 5-Providing and supplying in standard lengthsPolyethelene Pipes, onfirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial like mechanical connector i. e. thread /insert joint / quick release coupler joint /compression fitting joint or flanged jointexcluding coupler/specials, includingtransportation and freight charges, inspectioncharges, loading / unloading charges,conveyance to the departmental stores &stacking the same in closed shade duly rotecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. complete..90 mm6kg/Sqcm |
| 42 | Item No. 6-Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including allspecials 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 loading clamp etc. and all labours asdirected by engineer in charge as per IS-7634 Part I90 mm6kg/Sqcm |
| 43 | Item No. 8-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. 80 mm dia |
| 44 | Item No. 9-Lowering, laying and fixing in proper alignment and position all types of CI air valves as driected by engineer in charge including cost ofconveyance from stores to site of work cost of all materials and giving satisfactory hydraulic testing etc. complete (for all class of valve)80 mm dia |
| 45 | Item No. 12-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.) |
| 46 | Item No. 13-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. |
| 47 | Item No. 14-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. |
| 48 | 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. |
| 49 | Item No. 16-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 |
| 50 | Sub Work 4-RCC ESR 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 11000 litres, St. Ht.12 m. |
| 51 | Item No. 2-Providing and supplying ISI standard welded CI/DF double flanged pipe including GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe80 mm dia inlet pipe |
| 52 | 80 mm dia outlet pipe |
| 53 | 80 mm dia Washout pipe |
| 54 | 80 mm dia overflow pipe |
| 55 | 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, stacking 80 mm dia PN 1 |
| 56 | Item No. 4-Providing and supplying ISI standard DI. specials & fitting with sealing rubber gasket of S.B.R,complete withcast 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 including GST levied by GOI & GOM in all respect etc. complete as per IS-9523.80 to 300 mm dia |
| 57 | Item No. 5-Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./G.I. pipes, valves, bends, etc. to the Department. However taking steelreinforcement by the dismantling agencyincluding removing dismantled materials from site and disposing them at suitableplace as directed, etc. complete |
| 58 | Sub Work 5- Switch RoomItem No.1: -Excavation for foundation in earth soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 59 | Item No.2: -Providing and laying dry trap/ granite/ quartzite/ gneiss rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting complete. |
| 60 | Item No.3: -Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. P.C.C. 1:2:4 (M-150) grade |
| 61 | Item No.4: -Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for R.C.C. work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, formwork, compaction, finishing and curing, etc. completeR.C.C. 1:2:4 (M-150) grade |
| 62 | Item No.5: -Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewater-ing, centering, formwork, 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. (Excluding M.S. bar reinforcement)A) R.C.C. M-150 grade Columns |
| 63 | B) R.C.C. M-150 grade Beams & Lintels |
| 64 | C) R.C.C. M-150 grade Chajjas |
| 65 | D) R.C.C. M-150 grade Slab & Landing |
| 66 | Item No.6: -Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. 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) |
| 67 | Item No.7: -Providing fly ash brick masonary with conventional / I.S. type bricks in cement mortar 1:6 in superstructure including strikingjoints, racking out joints, watering and scaffolding etc. complete. |
| 68 | Item No.8: -Providing cement plaster for following thickness with appropriate coat in cement mortar in following proportions without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc. complete.12 mm thick in C.M. 1:4 |
| 69 | 20 mm thick in C.M. 1:4 |
| 70 | Item No.9: -Providing and fixing 18 gauge M.S. sheet door with framework of 40 x 40 x 6 mm M.S. angle including locking arrangements, holdfasts including applying anticorrosive primer coat of red lead paint and 2 coats of oil painting etc. complete. |
| 71 | Item No.10: -Providing and fixing steel windows of various sizes as per detailed drawings with or without ventilators including fabrication, glazing with plain/ obscured glass pan and approved type and quality of fixtures and fastenings, 10 mm square bar at 100 mm c/c and finishing with 3 coats of oil painting etc. complete. |
| 72 | Item No.11: -Providing and applying colourwash of approved colour and shade on new surface including scaffolding and brooming down including 2 coats of whitewash as base coat etc. complete.For two coats |
| 73 | Item No.12: -Providing and applying whitewash on new/ old plastered or masonry surface including scaffolding and preparing the surface by brushing and brooming down etc. complete.For two coats |
| 74 | Item No.13: -Providing and applying waterproof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary and preparing the surface, curing etc. complete.For two coats |
| 75 | Item No.14: -Refilling in plinth and floors with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 76 | Sub Work 6- Distribution SystemItem 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 for75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcm |
| 77 | Item No. 2-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 for75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcm |
| 78 | Item No. 3-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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)for75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcm |
| 79 | Item No. 4-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 |
| 80 | Item No. 5-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 |
| 81 | for90 mm dia PVC4 kg per sqcm |
| 82 | 110mm Dia 4kg/cm2 PVC Pipe |
| 83 | Item No. 6- 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 PVC4 kg per sqcm |
| 84 | for90 mm dia PVC4 kg per sqcm |
| 85 | 110mm Dia 4kg/cm2 PVC Pipe |
| 86 | Item No. 7-Providing PVC specials @10% cost of pipe |
| 87 | Item No. 8-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-1 65 mm dia |
| 88 | Item No. 9-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 |
| 89 | Item No. 10-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. complete100 mm x 225 mm (20 kg) |
| 90 | Item No. 11-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. |
| 91 | 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. |
| 92 | Item No. 13-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 PVC4 kg per sqcm |
| 93 | for90 mm dia PVC4 kg per sqcm |
| 94 | 110mm Dia 4kg/cm2 PVC Pipe |
| 95 | Item No. 14 :-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all transportation to respect, inspection charges, 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 inrates below. MEDIUMfor80 mm dia GI PIPE |
| 96 | for100 mm dia GI PIPE |
| 97 | Item No. 15 :-Lowering, laying and jointing G. I. pipes andspecials of following class and diameter includingconveyance from stores to site of works, all labour,etc. complete either underground or in verticalposition, as directed by Engineer-in-charge.for80 mm dia GI PIPE |
| 98 | for100 mm dia GI PIPE |
| 99 | Sub Work 7-Cattle TroughITEM 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)Excavation for cattle trough |
| 100 | Excavation for connecting pipe |
| 101 | ITEM NO :2-Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) |
| 102 | ITEM NO : 3-Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) |
| 103 | ITEM NO:4-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)PCC M-150 |
| 104 | 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) |
| 105 | ITEM NO. 6-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 mixdesign 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 |
| 106 | Long Wall |
| 107 | Cross Wall |
| 108 | Guard Ward to cattle trough platform |
| 109 | Cross Guard Wall |
| 110 | Back Guard Wall |
| 111 | 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)b) To r Steel |
| 112 | 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 with quality 3assurance certificate from quality agencies like WRC / CIPET (India) / 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 |
| 113 | SUB WORK:- 8 Miscelleneous WorkItem No. 1-Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete |
| 114 | Item No. 2-Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt |
| 115 | Item No. 3-Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 116 | Item No. 4-Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 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. |
| 117 | Item No. 5-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. |
| 118 | Subwork no.9:-HOUSE TAP CONNECTION A) (With Road Crossing) For 15 mm Service connection |
| 119 | B) (Without Road Crossing) For 15 mm Service connection |
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Tender Published
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CompletedCorrigendum-1 Issued
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CompletedCorrigendum-2 Issued
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