Shelgaon Deshmukh Water Supply Scheme , Tq.Mehkar, Dist.Buldana .
Tender Value
2.58 Crore
Estimated cost
Bid Submission
14 Feb 2022
0 days left
EMD
1.30 Lakhs
Bank guarantee accepted
Document Fee
11200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
shelgaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Shelgaon Deshmukh Water Supply Scheme , Tq.Mehkar, Dist.Buldana .
BOQ
| Sl. No. | Item Description |
| 1 | Subwork No. 01 - Supply Well 8.0 mtr dia 18 .00 mtr deep |
| 2 | Item No. 1 |
| 3 | Excavation in general in soft materialcomprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer in- charge, etc. complete excluding refilling.. |
| 4 | Lift 0.00 to 1.50 |
| 5 | Lift 1.50 to 3.00 |
| 6 | Lift 3.00 to 4.50 |
| 7 | Lift 4.50 to 6.00 |
| 8 | Item No. 2 |
| 9 | Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling. |
| 10 | Lift 6.00 to 7.50 |
| 11 | Lift7.50 to 9.00 |
| 12 | Lift9.00 to 10.50 |
| 13 | Lift 10.50 to 12.00 |
| 14 | Lift 12.00 to 13.50 |
| 15 | Lift 13.50 to 15.00 |
| 16 | Lift 15.00 to 16.50 |
| 17 | Lift 16.50 to 18.00 |
| 18 | Item No.3 |
| 19 | Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete. |
| 20 | Item No.4 |
| 21 | Carrying out Recuperation/Yield test for ascerting the discharge of constructed well/escavated profile as directed by Engineer-In -Charge . The test carried out drawing down of water from profile below normal /subsoil water level up to full depth of water level is recorded as well strainer /sunction level at pump as per design of W.S scheme shall be recorded prior to the including cost all materials ,overheads ,labour,etc completed as directed. |
| 22 | Item No.5 |
| 23 | 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 ,compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad,Rajashree, etc. cement is permitted.) |
| 24 | PCC M-150 |
| 25 | Item No.6 |
| 26 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement |
| 27 | A) For Foundation Beams |
| 28 | Below G.L Lift 5.00 To 10.00 M |
| 29 | Above G.L Lift 0.0 to 5.00 M |
| 30 | B) Vertical Walls |
| 31 | Below G.L Vetrical Wall Lift 0.00 to 5.00 M |
| 32 | Below G.L Vetrical Wall Lift 5.00 to 10.00 M |
| 33 | Above G.L Vetrical Wall Lift 0.00 to 5.00 M |
| 34 | Item No.7 |
| 35 | 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). |
| 36 | Lift 0.00 to 5.00 M |
| 37 | Lift 5.00 to 10.00 M |
| 38 | Item No.8 |
| 39 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20cm layers including watering and compaction complete |
| 40 | Item No.9 |
| 41 | Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.etc complete |
| 42 | Item No.10 |
| 43 | Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 44 | Item No.11 |
| 45 | Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat ofticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc.complete. |
| 46 | Item No.12 |
| 47 | Providing and fixing M.S. chaquerred plate flooring of following thickness supported M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, |
| 48 | Item No.13 |
| 49 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mmangles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends tocurved shape, etc. complete. |
| 50 | Item No.14 |
| 51 | Providing and fixing mild steel grill work for windows/ventilators of 20 Kg./Sqm. as perdrawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, etc. complete. |
| 52 | Item No.15 |
| 53 | Drilling of bore well following dia by DTH machine including transportation of machine at site |
| 54 | Subwork No. 02 - Pumping Machinery of Submercible Pumpset Having Capacity 25 BHP ,120 Mtr Head Discharge 29720 LPH . |
| 55 | Item No. 1 : Submerciblepump set 200 mm Dia :- |
| 56 | Providing Pump and Erecting andgiving test of submercible pump sets confirming to IS 8034/1976 and motor confirming to Is 9283/1979 pump shall be against 120 mtr delivery heads with stainless steel impeller shaft and bronze including impleller shall be dunamically balancedmotor suitable for working 380/440 voltage 3 Ph 50 HzAC supply cable guard ,thrust carban fiber bearing to proof winding shall be suitanle out let as per recomandation of manufactures Anti rust stream lined non return valve shall be provided with the pump submercible sunction flat cable shall be provided along with pump & 2 pair of erection columns etc comleted |
| 57 | Item No.2 : Vertical Drop Pipe |
| 58 | Providing ,Erecting, Commissioning and testing of Vertical drop Pipe of 100 mm Dia size G.I Pipe B Class duly 3 mtrs /1,5 mtrs in length in Heavy duty flanges /couplings etc complete. |
| 59 | Item No. 3a:Reflux Valve:- |
| 60 | Providing andErecting with giving test CIDF Reflux Valve single door type water works quality with joining to pipe works (Including all hardwares and packing )confirming to IS 5312 of following rating without bypass arrangement with gum metal sheats excluding cc foundation/ structural steel support etc completed. |
| 61 | Item No. 3b : Butterfly Valve :- |
| 62 | Providing erecting commissioning and testing of CI Double Flanged Short Body pattern manually operated Butterfly Valve having body, disc and end cover in graded cast iron IS 210 GR CF 200 generally confirming in BS 5155,synthetic rubber faced ring secured on disc by retaing ring with stain less steel screw stub shaft of stainless steel riding in Teflon bearing excluding CC foundation /structural steel support confirming to IS 13095/19+91 etc completed |
| 63 | Item No. 3C:Sluice Valve :- |
| 64 | 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. |
| 65 | 80 mm Dia |
| 66 | Item No. 4 : Kinetic Air Valve:- |
| 67 | Providing and supplying Air Valves as per IS-14845 J18 standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance,third party inspection charges,loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respectively etc completed (PN 1.0 Rating) |
| 68 | Item No. 5 : Pressure Gauge:- |
| 69 | Designing, providing, erecting & testing of pressure guage complete with siphon tube, isolaing cock arrangement etc. having range 0 to 70 Kg. & size 100 mm dia |
| 70 | Item No. 6: Panel:- |
| 71 | Designing, providing, installing & testing of Godrejtype LT panel board suitable for 12.50H.P. twin pumps with all accessories as per rate analysis attached herewith |
| 72 | Item No. 7: Electronic motor Protection Relay |
| 73 | Providing ,installing in Panel EMPR for protection like overload phase failure ,locked rotor,phase reversal with trip indication and adjustable over current function ,Din trail etc completed |
| 74 | Item No. 8: Sub-Cable:- |
| 75 | Providing, laying ,jointing and testing of PVC Waterproof Conductor submercible cable of 1x 3 1.5 sq mm size of 1100 V grade etc completed |
| 76 | Item No.9: Earthing :- |
| 77 | Providing Double earthing to installation motors LT Panel board starters ,switches etc complete |
| 78 | Item No.10 : M.S Specials And Flanged |
| 79 | Providing, erecting and testing of required size of C.I Specials and Flanged type etc completed. |
| 80 | Item No.11 : Flanged Joints |
| 81 | Providing and making flanged joints to Flanged C.I Pipes and Specials |
| 82 | Item No.12 : Tools |
| 83 | Supplying Tools of approved make and standard specifications as per list & fixing /handling over all as per direction of Engineer-in - Charge etc completed. |
| 84 | Item No.13 : PVC Pipe |
| 85 | Providingand supplyingin standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent joints including cost of couplers as per IS specifications No.4985/1988 excluding GST leived by GOI and GOM etc completed. |
| 86 | 63 mm Dia 4 Kg/cm2 for Under Ground Cable |
| 87 | Item No.14 : |
| 88 | Lowering ,laying and jointing PVC pipes and specials of following dia including cost of conveyance of carting etc completed. |
| 89 | Item No.15 : C C Foundations |
| 90 | Providing and casting Cement Concrete foundation for bend Pipes ,Panel etc in 1:2:4 etc complete |
| 91 | Subwork No. 03 - RCC SWITCH ROOM (3.0 x 3.0 x 3.0 ) |
| 92 | Item No. 1 |
| 93 | 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. |
| 94 | Item No. 2 |
| 95 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-incharge, normal dewatreing, preparing the bed forfoundation and excluding backfilling, etc. complete. |
| 96 | Item No.3 |
| 97 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonryfoundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 98 | Item No.4 |
| 99 | Providing dry trap/granite/gnesis/quartizite Rubble stone soling 15 cm to 20 cm thick including hand packing etc complete |
| 100 | Item No.5 |
| 101 | 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.) etc complete. |
| 102 | Item No.6 |
| 103 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, \"plywood form work, bully/steel 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.) |
| 104 | A) For RCC Foundation |
| 105 | B) RCC Column |
| 106 | C) RCC Beam |
| 107 | D) RCC Chajjas |
| 108 | E) Bottom Slab |
| 109 | F) Top Slab |
| 110 | Item No.7 |
| 111 | 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). |
| 112 | Lift 0.00 to 5.00 M |
| 113 | Item No.8 |
| 114 | Providing second class Burn brick Masonary with convential/Indian standard brick in cm 1:6 in superstructure including striking joints, racking out joints ,watering and scaffolding complete. |
| 115 | Item No.9 |
| 116 | providing and fixing steel frame of angle50 x50 x 6 mm size for Door And Windows 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 etc complete. |
| 117 | Item No.10 |
| 118 | Providing anf fixing Steel frame door of angle 50x 50x 6 mm with mils steel bars 16 mm dia horizontally at 10 cm c/c for ventilator portion including iron hold fast boxes etc completed |
| 119 | Item No.11 |
| 120 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20cm layers including watering and compaction complete. |
| 121 | Item No.12 |
| 122 | Providing internal cement plaster 12 mm thick in single coat in CM 1:3 without neeru finish to concrete or brick surfaces, in all position etc completed |
| 123 | Item No.13 |
| 124 | Providing internal cement plaster 20 mm thick in single coat in CM 1:3 without neeru finish to concrete or brick surfaces, in all position etc completed |
| 125 | Item No.14 |
| 126 | Finishing the slab integrally mixed with white cement and waterproofing compound in CM 1:3 with 6 mm thick in layer including curing etc completed. |
| 127 | Item No.15 |
| 128 | Providing and laying Polished Shahabad Stone flooring 25 mm to 30 mm thick and required width wide inplain/diamond pattern on a bed of 1:6 C.M.including cement float,filling joints, with neat cement slurry, curing, polishing and cleaning etc. complete. |
| 129 | Item No.16 |
| 130 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 131 | Item No.17 |
| 132 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends tocurved shape, etc. complete. |
| 133 | Item No.18 |
| 134 | Providing and applying White Wash of approved colour and shed to new surfaces in two coats included scaffolding and preparing the surface (Excluding primer coat) etc complete |
| 135 | Item No.19 |
| 136 | providing and applying Washable Oil Bound Distemper in two coats in old/newplastered or masonary surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and blooming down complete. |
| 137 | Item No.20 |
| 138 | Providing and applying Two Coats of leazine base Oil Paint bituminious paint of approved to new structural steel work and iron work in building including scaffolding if necessary ,cleaning and preparing the surfaces. |
| 139 | Item No.21 |
| 140 | Swith room electrification (2TL + 1 Plug ) |
| 141 | Subwork No. 04 - Rising Main 140 mm dia PVC 10 kg/cm2 , L- 3060 Mtr & 140 mm dia PVC 6 kg/cm2 L -5490 Mtr , Total Length - 8550 Mtr |
| 142 | Item No. 1 |
| 143 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). |
| 144 | 160 mm dia 10 kg/sq.cm |
| 145 | 140 mm dia 6kg/sq.cm |
| 146 | Item No. 2 |
| 147 | Providing and supplying ISI mark G.I pipes of following class and dia meter including all taxes (Central & loca) insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, staking etc complete |
| 148 | 150 mm dia (H) |
| 149 | Item No. 3 |
| 150 | Providing double flange sluice valve confirming for IS- 14846 including worn geararrangements 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. |
| 151 | 150 mm dia CIDF Sluice valve PN 1.0 |
| 152 | 100 mm dia CIDF Sluice valve PN 1.0 |
| 153 | 80 mm dia CIDF Sluice valve PN 1.0 |
| 154 | Item No. 4 |
| 155 | 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 perI.S.5312 Part I (1984) |
| 156 | 150 mm dia CIDF Non Return valve |
| 157 | Item No. 5 |
| 158 | Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding |
| 159 | 40 mm diaAir Valve |
| 160 | Item No. 6 |
| 161 | Providing and supplying PVC/C.I / G.I. Specials as directed by Engineer in charge etc complete |
| 162 | Item No. 7 |
| 163 | Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum hard murum with boulders ,WBM roads, soft rock and old cement and lime masonary foundation asphalt road, hard rock and concrete road by chiselling,wedging,line drilling, by mechanical means or by any ather means other than blasting including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 164 | Item No. 8 |
| 165 | Lowering laying and jointing with P.V.C. pipes and spcials of Class and 140mm diameter including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete. (with cement solvent joint / ring fit joint), Working Pressure 4 Kg./Sqm |
| 166 | 160 mm dia 10 kg/sq.cm |
| 167 | 110 mm dia 6 kg/sq.cm |
| 168 | Item No. 9 |
| 169 | Lowering ,laying and jointing G.I Pipes and specials of following class and dia including conveyance from store to site of works ,all labour etc complete. |
| 170 | 100 mm dia (H) |
| 171 | Item No. 10 |
| 172 | Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge |
| 173 | 150 mm dia CIDF Sluice valve |
| 174 | 150 mm dia CIDF Reflux valve |
| 175 | 100 mm dia CIDF Sluice valve |
| 176 | 80 mm dia CIDF Sluice valve |
| 177 | Item No. 11 |
| 178 | Lowering laying and fixing in proper alignment and position all types of C.I Air Valve as directed by Engineer -In -Charge etc complete |
| 179 | 40 mm dia air valve |
| 180 | Item No. 12 |
| 181 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 182 | Item No. 13 |
| 183 | Filling in plinth and floors/trenches with Conttractors murum forbedding in trenches in15cm to 20cm layers including watering and compaction complete. |
| 184 | Item No.14 |
| 185 | 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 etc complete. |
| 186 | 160 mm dia 10 kg/sq.cm |
| 187 | 140 mm dia 6 kg/sq.cm |
| 188 | Item No.15 |
| 189 | Hydraulic testing of G.I pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting , placing end cap making arrangement for filling safe water etc complete. |
| 190 | 100 mm dia (H) |
| 191 | Item No.16 |
| 192 | Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete. |
| 193 | Item No. 17 |
| 194 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 195 | (As Per Rate Analysis) |
| 196 | Item No. 18 |
| 197 | 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.) |
| 198 | Up To 150 mm |
| 199 | Item No. 19 |
| 200 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-incharge. |
| 201 | (MJP CSR 2021-22 I.No.1d Pg No.220 ) |
| 202 | 0.9 x0.9 x 1.2mttr |
| 203 | No.05 - R.C.C. E.S.R capacity 100000 lit. CapacityHaving St.Ht.12 Mtr- 02 Nos |
| 204 | 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 4.5M. Centre to centre for ESR having capacity upto 500cum 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 M. 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 desing, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicatiors, lightening conductor, G.I. pipe railing around walk |
| 205 | way and top slab, providing spiral stairecase from ground level to roof level & stainless steel ladder in container, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS 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 |
| 206 | Note :- |
| 207 | 1) The design of the structure shall be in accordance with relevant (IS 456-1987,IS 875-1987, IS 3370 - 1965or revised) |
| 208 | 2) The design shall satisfy the stipulations as per IS 1983- 1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks. |
| 209 | 3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary. |
| 210 | 4) The entire structure shall be in M-250 mix only.However concrete in contact with water such as container , base slab , wall ,roof slab & footing in water born area shall be in M-300. |
| 211 | 5) Plain round mild steel bars grade I confirming to IS 432 part -I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed |
| 212 | 6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level. |
| 213 | 7) These rates include providing M.S.ladder for ESR\"s upto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh lit. capacity. |
| 214 | 8) Staging height will have to be designed with stresses of M-200 concrete.However all RCC construction should be done in m 250 except concrete in contact with water shall be designed & constructed in M300. |
| 215 | 9) These rates are including the cost of uplift pressure if any and entire dewatering during execution.In case of water logging area where water is struch at shallow depth extra provision of dewatering shall be made as per site condition. |
| 216 | 10) All conditions given in the Member Secretary\"s Circular No.MJP/TS-1/350/1668 Dt.2.8.97 and MJP/S-1/350/2127 Dt.13.7.99 shall be strictly followed and additional cost if any, due to these conditions is included in the rates mentioned below. |
| 217 | 11) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness in given and till that work shall be treated as incomplete. |
| 218 | 12) The rates as indicated in the table are excluding the cost of pipes, specials, valves required for inlet, outlet, washout, overflow and bypass arrangements. The scope of the pipe assembly work shall be upto 5 M. beyond outside face of the outremost column. |
| 219 | 13) For ESR upto 500 cum capacity CIDF pipes upto 300 mm dia shall be provided and specials should be used. For ESR above 500 cum, M.S. pipes and M.S. specials (minimum 8mm thick uo to 500mm dia. & 10 mm thickness above 500 mm dia.) shall be used with proper anticorrosive epoxy treatment from inside and outside |
| 220 | 14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT / sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of LS item of ESR. For Extra Item due to change from individual foundation to raft actual increase in concrete and steel be paid as per relevent DSR Item. |
| 221 | 15) The rates shall be increased by 30 % for bearing piles upto depth of 10 m and for further increaseed in depth by 5 m each it shall be increased by another 10 5 .These rates are applicable where raft is not feasible for pile foundation sufate resistant cement shall only be used.Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR. |
| 222 | 16) Theserates are applicable for staging height of 12 m .These rates shall be increased or decreased for per meter variation in the staging height as below. 12 to 16 M staging 2% per m16 to 20 M staging3% per m 20 M and above4% per m |
| 223 | 17) Following rates are for seismic zone-III , for Seismic zone-IVthese rates shall be increased by 5%, and for Seismic zone-II these rates shall be decreased by 5% |
| 224 | RCC ESR 100000 lit. capacity & staging height 12 M. |
| 225 | Item No. 2 :-Providing & supplying of ISI CI double flanged pipes including all taxes, insurance, railway freight, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc complete |
| 226 | 150 mm dia CIDF pipes |
| 227 | Item No. 3 :-Providing & supplying ISI mark CIDF Sluice Valves and butterfly valves of following diameter including all taxes (Central & Local) railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store, unloading, stacking etc complete |
| 228 | 150 mm dia CIDF Sluice Valve PN 1.0 |
| 229 | Item No. 4 :-Providing C.I. / M.S. specials required for above pipes including all taxes transport etc complete |
| 230 | Diameter 80 mm to 300 mm |
| 231 | No. 06 - Distribution system 140 to 75 mm dia PVC4 kg/ cm2 Length-8361Rmt |
| 232 | Item No. 1 |
| 233 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). |
| 234 | 140 mm dia 4kg/sq.cm |
| 235 | 110 mm dia 4kg/sq.cm |
| 236 | 90 mm dia 4kg/sq.cm |
| 237 | 75 mm dia 4kg/sq.cm |
| 238 | Item No. 2 |
| 239 | Providing and supplying ISI mark G.I pipes of following class and dia meter including all taxes (Central & loca) insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, staking etc complete |
| 240 | 100 mm dia (M) |
| 241 | Item No. 3 |
| 242 | Providing, erecting connecting double flanged short body pattern type manually operated Butterfly Valve haivng body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally confirming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing excluding C.C. foundation /structural steel support confirming to IS 13095-1991 Sluice valves - PN - 1 |
| 243 | 100 mm dia CIDF Sluice valve |
| 244 | 80 mm dia CIDF Sluice valve |
| 245 | 65 mm dia CIDF Sluice valve |
| 246 | Item No. 4 |
| 247 | Providing and supplying PVC/C.I / G.I. Specials as directed by Engineer in charge etc complete |
| 248 | (As Per General Note ) |
| 249 | Item No. 5 |
| 250 | Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum hard murum with boulders ,WBM roads, soft rock and old cement and lime masonary foundation asphalt road, hard rock and concrete road by chiselling,wedging,line drilling, by mechanical means or by any ather means other than blasting including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 251 | Item No. 6 |
| 252 | Lowering laying and jointing with P.V.C. pipes and spcials of Class and 90mm diameter including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete. (with cement solvent joint / ring fit joint), Working Pressure 4 Kg./Sqm |
| 253 | 110 mm dia 4kg/sq.cm |
| 254 | 90 mm dia 4kg/sq.cm |
| 255 | 75 mm dia 4kg/sq.cm |
| 256 | Item No. 7 |
| 257 | Lowering ,laying and jointing G.I Pipes and specials of following class and dia including conveyance from store to site of works ,all labour etc complete. |
| 258 | 100 mm dia (H) |
| 259 | Item No. 08 |
| 260 | Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge |
| 261 | 100 mm dia CIDF Sluice valve |
| 262 | 80 mm dia CIDF Sluice valve |
| 263 | 65 mm dia CIDF Sluice valve |
| 264 | Item No. 09 |
| 265 | Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion in all types of strata and fixingin murum packing etc. complete. |
| 266 | 100 x225(20 kg) |
| 267 | Item No. 10 |
| 268 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 269 | Item No. 11 |
| 270 | Filling in plinth and floors/trenches with Conttractors murum forbedding in trenches in15cm to 20cm layers including watering and compaction complete. |
| 271 | Item No.12 |
| 272 | 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 etc complete. |
| 273 | 140 mm dia 4kg/sq.cm |
| 274 | 110 mm dia 4kg/sq.cm |
| 275 | 90 mm dia 4kg/sq.cm |
| 276 | 75 mm dia 4kg/sq.cm |
| 277 | Item No.13 |
| 278 | Hydraulic testing of G.I pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting , placing end cap making arrangement for filling safe water etc complete. |
| 279 | 100 mm dia (M) |
| 280 | Item No.14 |
| 281 | Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete. |
| 282 | Item No. 12 |
| 283 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 284 | SubworkNo. 07 - MISC. WORKS |
| 285 | Item No. 1 :- Trial And Run |
| 286 | Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-inchargea) For single village Without WTP |
| 287 | Note:Required chemicals to be supplied byDepartment free of cost and electricity bill will also be paid by the Depertmen |
| 288 | For Shelgaon DeshmukhVillage |
| 289 | a) For single village Without WTP |
| 290 | Item No. 2 |
| 291 | Providing and erecting chainlink fencing 1.6M .height with G.I. chainlink of size 50x50mm,8 gauge thick and fixed 75 mm above ground level on vertical M.S.Angles of 40x40x6 mm size, includind excavating pits for foundation and embedded in C.C.block of 1:4:8 mix of size 450x450x670mm. at 1.75M.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. Angle sattopand bottom of 25x25x5 mm size and vertical M.S .flat 35x5mm and 25x5 mm horizontal including crosss upport of 40x40x6mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc. complete |
| 292 | Item No. 3 |
| 293 | Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete. |
| 294 | Item No. 4 |
| 295 | Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site 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 (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it. |
| 296 | In Overburden (Soft soil, murum) |
| 297 | In Weathered rock with boulders |
| 298 | In Weathered rock / Soft rock |
| 299 | In Hard rock quartzite |
AI Tender Summary
Tender Timeline
Jan 29, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 14, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 16, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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