Tender For Piped Water Supply Scheme At Abdullat Tal Shirol Dist Kolhapur. ( Jjm 2021-22)
Tender Value
1.66 Crore
Estimated cost
Bid Submission
01 Nov 2022
0 days left
EMD
1.66 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
shirol → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Piped Water Supply Scheme At Abdullat Tal Shirol Dist Kolhapur. ( Jjm 2021-22 )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 19-Oct-2022 | Technical Bid | Technical Bid | 01-Nov-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No. 1 INTAKE WELLExcavationin general in soft materil comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling.For Head works on river or dam submergence for initial lift 0 to 1.5 m |
| 2 | Excavation in general in softmateril comprising of soft rock, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works and allied works by well sinking process for average depth of 12 M and lead of 150 M including barricadding, guarding, refilling, disposing off surplus excavated stuff as directed by Engineer - in charges, etc. complete excluding refilling. |
| 3 | 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 |
| 4 | Providing andcastingin situC.C.of trap I granite/ quartzite I gneiss metal of approved quality forRCC works as per detailed drawings anddesigns oras directedby Engineer-in-charge includingnormaldewatering,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 ifspecial finish isto be providedandcuring,etc.complete.(By weigh batching and mix design for M-250 andM-300only.UseofL&T,A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) in RCC M -250Foundation and Raft A) Lift 0.00 to 5.00 M |
| 5 | Providing andcastingin situC.C.of trap I granite/ quartzite I gneiss metal of approved quality forRCC works as per detailed drawings anddesigns oras directedby Engineer-in-charge includingnormaldewatering,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 ifspecial finish isto be providedandcuring,etc.complete.(By weigh batching and mix design for M-250 andM-300only.UseofL&T,A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) in RCC M - 250For Beam / Braces / Lintels A) Lift 0 to 5 above & below GL B) For Beam / Braces / Lintels |
| 6 | Providing andcastingin situC.C.of trap / granite/ quartzite I gneiss metal of approved quality forRCC works as per detailed drawings anddesigns oras directedby Engineer-in-charge includingnormaldewatering,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 ifspecial finish isto be providedandcuring,etc.complete.(By weigh batching and mix design for M-250 andM-300only.UseofL&T,A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) in RCC M - 250 For wallA) Lift 0 to 5 above& below GL B) Lift 0 to 5 above& below GL |
| 7 | Providing and fixing in position steel bar reinforcementof variousdiametersfor RCCpiles,caps,footings,foundations, slabs,beams,columns,canopies, staircases,newels,chajjas,lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawingsand schedules; including cutting, bending, hookingthebars,binding with wiresor tack welding and supporting as required, etc. complete |
| 8 | Providing and fixing in position steel fiber reinforced concrte (S. F. R. C. ) frame and covers approved make including loading ,unloading transportation all taxes etc. complete as directed by Engineer - in - charge |
| 9 | Providing and fixing in position C.I / M.S.rose pieces in intake wells including cost of all materials and labour, painting with three coats of anticorrosive oil paint, etc. complete as directed by Engineer-in-charge. |
| 10 | Providing. hoisting and fixing in position inverted \"J\" Type 100 mm dia C. I. cowl type ventilators with mosquitoproofaluminium mesh at top in including applying 2 coats of anti-corrosivepaint,etc. completeas directed by Engineerin-charge, weighing not less than 35 kg. |
| 11 | Providing and fixing in position Cl dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 12 | Providing constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C.soil ( in gunny bags if required) providing impervious / semipervious materials on both sides of B.C.soil etc. complete. |
| 13 | Dewatering the excavated trenches and pools of water in the building trenches I 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 |
| 14 | Subwork No. 2 - Connecting pipeProviding and supplying ISI mark C.I. S/S pipes of following class and diameter including all taxes ( Central and Local ) insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, stacking, etc. complete, as directed by engineer-in-charge (IS-1536 /1989 ) 400 mm dia, D. I.K -7 |
| 15 | Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.Lift 0 to 1.50 m |
| 16 | Lift 1.50 to 3 m |
| 17 | Lift 3.00 to 4.50 m |
| 18 | Lift 4.50 to 6.00 m |
| 19 | Lift 6.00 to 7.50 m |
| 20 | Lift 7.50 to 9.00 m |
| 21 | Excavation in general hard material compris-ingof 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, connection pipe, jackwell pump house, supply well etc completeLift 0 to 1.50 m |
| 22 | Lift 1.50 to 3 m |
| 23 | Lift 3.00 to 4.50 m |
| 24 | Lift 7.50 to 9.00 m |
| 25 | Lift 9.00 to 10.50m |
| 26 | Lift 10.50 to 12.00 m |
| 27 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 28 | Lowering, laying and jointing with SBR rubber gaskets C.I. S/S pipes ofarious classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including the conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete. |
| 29 | 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. |
| 30 | 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 the water to safe distance as directed by Engineer-in-charge etc. complete. |
| 31 | Sub Work NO. 3- Pure Water Submersible Pumping Machinery Providing,erecting, commissioning & giving satisfactory test &trial of oil / water lubricated Vertical Turbine pump suitable to discharge 18 LPS against a total head of 77 m from all causes complete with bowl assembly 25 mtr column assembly, discharge head, strainer, suction bell,etc complete suitable for VHS motor & as per detailed specifications. |
| 32 | SLUICE VALVE (P.N.1.0 ) 100 mm Providing ,Erecting, Testing & Commissioing 150 mm dia. Cast iron Glandless Sluice valve suitable for working pressure of 16 kg / cm 2 with standard non rising spindle handwheel, Cap etc & manufactured as per IS 2906 / 14846 & as per detailed specifications enclosed |
| 33 | REFLUX VAVLE ( P.N.1.0 ) 150 mm Designing, providing, erecting, testing & commissioning 80 mm dia. Castlron D.F.Reflux valve of P.N.1.0 rating part I with renewable gun mental sealing face on swing door without bypass arrangement as per detailed specifications enclosed. ( with bypass arrangement ) |
| 34 | G.I.PIPE ( \" B \" CLASS ) b / 150 mmProviding & erecting Isi mark G.I.pipe of \" B\" Class including inspection charges, transportation to stores etc complete etc as per IS - 1239 / 2004 etc complete. |
| 35 | M.S.D/F PIPES & SPECIALSDesigning fabricating providing erecting MS pipes and specials for cable tray supports, Drain pipes for D.G. et, pipe works & item related to all other similer work including cutting, bending & painting as per detailed specifications. |
| 36 | A) Flanged Joints (100 mm ) Providing & making flanged joints of 150 mm dia. To flanged M.S. pipes of all classes / specials etc. including cost of jointing materials (rubber packing, nut bolts etc. ) labour, hydraulic testing etc complete. ( 150 mm ) |
| 37 | B ) M. S. Flanges Providing fabricating, erecting M.S. Flanges sleep on type of required size & thickness with both side machined |
| 38 | L.T.PANEL Desining, Providing, Erecting & Commissioning L.T. Control Panel comprising of M.C.C.B. for incoming from MSEDCL Transformer Supply & for outing & allied equipment as per detailed specifications.CRCA Sheet-14 SWG & 16 SWG |
| 39 | Angle frame for panel support |
| 40 | 4 pole MCB 63 Amp 2 Nos for pumps & one for spare |
| 41 | Three poleMCB 63 Amp 2 Nos for pumps & one for spare |
| 42 | 3 pole MCB 63 Amp 2 Nos for pumps & one for spare |
| 43 | Copper bus bar 100A |
| 44 | Digital type Ammeter |
| 45 | CTs For Ammeter |
| 46 | Digital type Voltmeter |
| 47 | Selector switch |
| 48 | LED type Indicating lamp |
| 49 | Four Pole ,Change over switch 63 Amp. For pumps |
| 50 | Panel wiring 7.50 HP |
| 51 | Insulators |
| 52 | Star DeldaStarter (Assembled) |
| 53 | Capacitor |
| 54 | Caution Board |
| 55 | DP MCB 16Amp for lighting |
| 56 | Pump protection Relay |
| 57 | Hour meter |
| 58 | Rubber matting 2mm thick |
| 59 | Name Board |
| 60 | Iron WorkSupplying &erecting Galvanised cast iron 60 x 60 x0.6 cm burried in specially prepared earth pit refilling with 40 kg charcol & salt in alternate layers 19 mm dia. Vertical G.I.pipe 1.5 mtr lon with funnel & mesg @ top for watering a break mansonry block, C.I. cover complete etc complete as per detailed specifications |
| 61 | CABLES Designing Providing erecting commissioning with test and trial of Aluminium conductor cable XLPE, 1.1 kv armoured cable complete erected in approved trench or on trays as per direction of Engineer in Charge. A ) 11 kv Aluminium XLPE armoured cable out door transformer to main Pannel 4.00 c x 10 sq. mm. Aluminium XLPE armoured Cable from MSEDCL to Compact Sub - station. |
| 62 | B ) Aluminiumcable armoured 3 C x 4 mm 2 from starter to 10 HP Aluminium armoured VT pump 50 |
| 63 | Pressure Gauge Designing, Providing, erecting commissioning with test & trial of Pressure gauge of 150 mm capacity complete with Syphon tube,isolating cock etc suitable for 12 mm dia.Pipe |
| 64 | Earthing Supplying &erecting Galvanised cast iron 60 x 60 x0.6 cm burried in specially prepared earth pit refilling with 40 kg charcol & salt in alternate layers 19 mm dia. Vertical G.I.pipe 1.5 mtr lon with funnel & mesg @ top for watering a break mansonry block, C.I. cover complete etc complete with all materials testing and recording results. |
| 65 | A) G.I. WireSupplying & erecting G.I.Wire of high purity of high purity of diferance sizes used for earthing or any other purpose on wall with necessary G.Iclamps fixed on wall /cable |
| 66 | Supply of Tools D.E. Fix spanner set12 piece 6-32mm |
| 67 | Bi hexagonRingspanner set 12 piece6-32mm |
| 68 | Ball pen Hammerwith handle 800 gm |
| 69 | Combination sidecutting 200mmplier KDPE coated. |
| 70 | Adjustable wrench crome vanadium 250-30 mm |
| 71 | Pipe wrench stillson pattern carbon steel450-60 mm |
| 72 | Pipe wrench stillson pattern carbon steel600 - 76 mm |
| 73 | Screwdriver Engineering pattern6 x 300 mm |
| 74 | Screwdriver Engineering pattern8 x 200 mm |
| 75 | Screwdriverwith green neon bulb line tester 3.6 x 60 mm |
| 76 | Hack saw frame 300 mmsize with heavy dutyblade |
| 77 | Tool box fabricated from MS sheet of SWG of sise 50x30x30 cm with locking arrangament |
| 78 | Tong tester (Clip on meter )of range 0-10-30-100-1000Amps and 0-300-600 volts |
| 79 | Tublar box spanner set with Tommy bar 8 pieces 6-22. |
| 80 | Hand Operated Crimping Tool |
| 81 | Test & Trial Testing Operating & trials of pumping Machineryand alliesElectrical And Machanical equipment as per detailedas per detailed specification (One |
| 82 | Sub Work No. 4 - Pure Water Rising Main 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).etc complete.Note-Contractor should take prior permission from sub division office before supply of pipes.A) 180 mm dia 6 kg/cm2 PVC Pipe |
| 83 | Providing CI D /F Sluice Valves with jointing to pipe work (Including all hardware and packing ), water works quality having non -rising spindle with hand wheel and witout bypass arrangement, spindle of stainless steel as per requirement excluding C.C foundation / structural steel support. 1) Upto 300 mm dia. conforming to IS 780 ( 20 Above 300 mm. dia. conforming to IS 2906 etc. complete.Note-Contractor should take prior permission from sub division office before supply of Sluice valves150 mm. dia. |
| 84 | Providing and supplying ISI standardCI / PVC / GI /MS specials including all taxes ( central and local ) railway freingt, incurance,unloading from railway wagon, loading into truck transport to departmental stores / site ,unloading stacking etc. complete 160mm dia. Couplers |
| 85 | 160 mm dia. Equal Tee |
| 86 | 160 mm dia.Bend 90deg |
| 87 | 160x50mm dia. Ferrule Tapping Tee |
| 88 | Providing and supplying at site ductils iron / Spheroidal Graphits ( G. S. ) iron single / double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074 -4 or PN 10 /16 rated. With body and bonnet of ductile iorn confirming to EN 1563 / IS 1865 GR. 500 /7 or Gr. 400 / 15 floats, float guide,scat ring of staintless steel 1.4436 /1.4306 seat ring gasket or WRAS approved EPDM rubber ( suitbable for drinking water ) internal fasteners of stainless steel A2 Body & Bonne coated inside & outside with electrostatically spplied spoxy powder coated blue colour ( suitable for drinking water ) as per DIN 30677 - 2 & GSK guidelines with a coating thickness of 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845 including transportation charges excluding GST levied by GOI & GOM in all respect etc complete ( For PN 10 & 16 )50 mm dia. |
| 89 | Excavation for pipe trenches in earth, soils of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50 m. and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 90 | Exacvation of pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50M 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. |
| 91 | Excavation for 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 and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 92 | Excavation for pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 m. beyond the area and lifts as below, stacking as directed, normal dewatering, excluding backfilling etc. complete. |
| 93 | 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. |
| 94 | 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. |
| 95 | Providing and fixing in position air valve shaft including providing and fixing GI medium class or 6mm thick MS pipe shaft 2.70m. Long over branch flange of air valve tee, providing PCC block of M150 concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M150 together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee etc. complete as per type design and directed by Engineer-in-charge.A) Foundation on Murum and Hard Strata |
| 96 | Lowering, laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, giving saitisfactory hydraulic test, etc. complete either underground or in vertical position , as directed by Engineer in charge 180 mm dia. PVC pipes -6 kg / cm 2 |
| 97 | Lowering, laying and jointing in position following C.l.D/F Reflex valves. Butterfly valves and Sluice valves includingcostof all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)A) 150 mm dia. Sluice Valve ( PN - 1.0 ) |
| 98 | 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 beabletoprovidespecifiedtestpressure gaugesandothernecessaryequipments, labour, operationcharges, etc.requiredfor testing.Therate under thisitem shall also includecostofretesting,ifnecessaryand reinstating to original position.200 mm dia. PVC Pipes - 6 kg / cm 2 |
| 99 | Sub Work No. 5 : - R.C.C.E.S.R ( 2,35,000 Lit ) St. Ht = 12 m 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 m. c/c for ESR having capacity upto 500cum and not more than 6 m. c/c, for ESRs having capacity above 500cumincluding excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off 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 arrangement as per departmental design, providing and fixing accessories such as M. S. LADDER FOR ENTERING into container, C.I. manhole frame and covers water level indicators, lightening conductor, G.I. pipe railing around M.S LADDER walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M. height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emusion with silicon additive paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test asper IS code. The job to include painting the name of the scheme and other details on the reservoir as per the direction of Engineer-in-charge.12.0m. height. RCC ESR Capacity 2,35,000 Lit. Notes :-1) The design of the srtucture be in accoradance with relevant I S specification ( I S 3370 - 1965 or revised ) 2) The design shall satisfy the stipulations as per I S 1893 - 1984 and I S 13920 / 1993 for seismic force and I S -11682 / 1985 for RCC staging of overhead tanks.3) For design having more than 6 columne,provision of internal bracing is obligatory.External bracings is also obligatory.4) The entire structure shall be in M - 300 mix only.5) Plain round mild steel bars grade-I confirming to I S 432 part-I or high yield strength deformed bars confirming to I S 1786 or I S 1139 shall be used,grade- II mild steel bars will not be allowed.6) Irrespective of the type of foundation proposed in the design,one set of bracing be provided at the ground level.7) These rates include providing M S ladder for E S R s upto 2 lakh litres capacity and providing spiral staircase for E S R above 2 lakh litres capacity.8) Staging shall have to be designed with stresses of M- 300 concrete for ESR. However all RCC construction should be done in M-300.9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth,extra provision of dewatering shall be made as per site condition.10) All conditions given in the Member Secretary\"s Circular No. MJP/ TS-I/350/1668 dt.2-8-97 and MJP / S-I/350/2127 dt. 13-7-99 shall be strictly followed and additional cost,if any,due to these conditions is included in the rates mentioned below. 11) 75% part rate shall be payable for reinforcement concrete andplastering items of containers of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated asincomplete. |
| 100 | Providing and supplying ISI standard CI double flanged pipes including all taxes ( Central and local ), railway freight,insurance, unloading from railwaywagon, loading into truck, transport to stores / site, unloading, stacking, etc. complete as directed by Engineer-incharge.A) 150 mm dia. CI /DF pipe for inlet |
| 101 | B) 200 mm dia. CI /DF pipe for outlet overflow & washout |
| 102 | Providing erecting, connecting double flanged short body pattern type manually operated Butterfly sliuce valve having 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 retaaing ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation / structural steel support confirming to IS 13095 - 1991 and lowering ,laying and jointing in position including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 150 mm dia. Sliuce valve PN -10 |
| 103 | 200 mm dia. Sliuce valve PN - 1.0 |
| 104 | Providing & fixing C.I. specials such as tees, bend, flanges,checknuts etc complete ( double Flanged Specials ) C.I. Flanged Spigot etc. complete. A ) Up to 250 mm |
| 105 | Sub Work No. 6 Distribution System 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). Note-Contractor should take prior permission from sub division office before supply of pipes.A) 90 mm dia PVC 4 Kg / sqcm |
| 106 | B) 110 mm dia PVC 4 Kg / sqcm |
| 107 | C)140 mm dia PVC 4 Kg / sqcm |
| 108 | D) 160 mm dia PVC 4 Kg / sqcm |
| 109 | E) 180 mm dia PVC 4 Kg / sqcm |
| 110 | Providing CI D /F Sluice Valves with jointing to pipe work (Including all hardware and packing ), water works quality having non -rising spindle with hand wheel and witout bypass arrangement, spindle of stainless steel as per requirement excluding C.C foundation / structural steel support. 1) Upto 300 mm dia. conforming to IS 780 ( 20 Above 300 mm. dia. conforming to IS 2906 Note-Contractor should take prior permission from sub division office before supply of Sluice valvesA ) 80 mm dia. Sluice Valve |
| 111 | B)100 mm dia. Sliuce Valve |
| 112 | C ) 150 mm dia. Sluice Valve |
| 113 | D) 200 mm dia. Sliuce Valve |
| 114 | Providing and supplying ISI standardCI / PVC / GI /MS specials including all taxes ( central and local ) railway freingt, incurance,unloading from railway wagon, loading into truck transport to departmental stores / site ,unloading stacking etc. complete 90mmx90mmx90mm PVC Tee |
| 115 | 110mmx110mmx110mm PVC Tee |
| 116 | 140mmx140mmx140mm PVC Tee |
| 117 | 110x90mm Reducer |
| 118 | 140x90mm Reducer |
| 119 | 160x110mm Reducer |
| 120 | 160x140mm Reducer |
| 121 | 90mm dia.Coupler |
| 122 | 110mm dia.Coupler |
| 123 | 140mm dia.Coupler |
| 124 | 160mm dia.Coupler |
| 125 | 90mm dia.End Cap |
| 126 | 110mm dia.End Cap |
| 127 | 90mm dia.45 deg elbo |
| 128 | 110mm dia.45 deg elbo |
| 129 | 90mmx90deg Bend |
| 130 | 110mmx90deg Bend |
| 131 | 140mmx90deg Bend |
| 132 | 160mmx90deg Bend |
| 133 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in allrespectincludinginspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.A) 150 mm. dia. RCC (PN - II ) pipe |
| 134 | B) 200 mm. dia. RCC (PN - II ) pipe |
| 135 | Excavation for pipe trenches in earth, soils of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50 m. and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 136 | Exacvation of pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50M 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. |
| 137 | Excavation for 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 and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 138 | Excavation for pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 m. beyond the area and lifts as below, stacking as directed, normal dewatering, excluding backfilling etc. complete. |
| 139 | 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. |
| 140 | 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. |
| 141 | Lowering, laying and jointing in propergrade and alignment RCC pipes with coller joints in CM 1:1 proportion or socketedRCC pipe with rubber joints ( excluding cost of rubber ring or RCC coller ) including cost of conveyance from stores to site of works, cost of jointing material, labour giving hydraulic testing etc, complete as directed by Engineer - in charge( IS 783-1985 )A) 150 mm dia. RCC ( PN - ll ) pipe |
| 142 | B) 200 mm dia. RCC ( PN - ll ) pipe |
| 143 | Lowering, laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, giving saitisfactory hydraulic test, etc. complete either underground or in vertical position , as directed by Engineer in charge B) 90 mm dia. PVC pipes -6 kg / cm2 |
| 144 | C) 110 mm dia. PVC pipes -6 kg / cm2 |
| 145 | C) 110 mm dia. PVC pipes -6 kg / cm2 |
| 146 | B) 90 mm dia. PVC pipes -6 kg / cm2 |
| 147 | C) 110 mm dia. PVC pipes -6 kg / cm2 |
| 148 | Lowering, laying and jointing in position following C.l.D/F Reflex valves. Butterfly valves and Sluice valves includingcostof all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)B) 80 mm dia. Sluice Valve |
| 149 | C) 100 mm dia. Sluice Valve |
| 150 | B) 80 mm dia. Sluice Valve |
| 151 | C) 100 mm dia. Sluice Valve |
| 152 | Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all tpes of strata and fixing in murum packing etc.,complete.100mm x 225mm (20Kg) |
| 153 | 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 beabletoprovidespecifiedtestpressure gaugesandothernecessaryequipments, labour, operationcharges, etc.requiredfor testing.Therate under thisitem shall also includecostofretesting,ifnecessaryand reinstating to original position.A) 90 mm dia. 4 kg / sqcm PVC pipe |
| 154 | B) 110 mm dia. 4 kg / sqcm PVC pipe |
| 155 | C) 140 mm dia. 4 kg / sqcm PVC pipe |
| 156 | D) 160 mm dia. 4 kg / sqcm PVC pipe |
| 157 | E) 180 mm dia. 4 kg / sqcm PVC pipe |
| 158 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of 4 mm aluminum composite panel bonded with 0.5 mm skin thickness on either side with white retro reflective sheeting of Class C ( Type XI Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt ~ 3.9 mtlong firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. ClassC_ ( Type XI Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier |
| 159 | Subwork No 7 :-Running the running (For One Month)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 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.a) For single village ( One Month ). |
AI Tender Summary
Tender Timeline
Oct 18, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 01, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 02, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender