Newly Water Supply Scheme At Chikhali Tq.Kalamnuri Dist. Hingoli
Tender Value
1.12 Crore
Estimated cost
Bid Submission
16 May 2022
0 days left
EMD
1.12 Lakhs
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chikhali → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Newly Water Supply Scheme At Chikhali Tq.Kalamnuri Dist. Hingoli
BOQ
| Sl. No. | Item Description |
| 1 | Percolation WellItem No1Excavation 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 etcfor lift 0 to 1.5 m and lead 150 m including barracading ,guarding ,disposing off surplus excavated stuff with in a radius of 0.5 km as directed by engineer - in -charge etc complete excluding refilling b) for head works on nalla or any other site of GSDA for initil ( M.J.P.CSR 2021-2022P.No 44 I No.10 ) lift 0.00 to 1.50 M |
| 2 | lift 1.50m to 3.00 M |
| 3 | lift 3.00 to 4.50 M |
| 4 | lift4.50m to 6.00 M |
| 5 | lift 6.00m to 7.50 M |
| 6 | lift 7.50m to 9.00 M |
| 7 | Item No.2 Excavation in general in hardmaterrial comprising of soft rock ,hard rock, manjara rock, etc. by blasting / controlledblasting , chieselling as reqied in wet or dry condition for head work I,e.lntake well , conneccting pipe ,jack well,pump house , supply well , etcfor lift 0 to 1.50m and lead up 150mg including barracading, guarding disposing of surplus excavated stuff with in radias of0.5 km as directed by engineer- in- charge etccomplete excluding refillingb) For head works on nalla or any other site ofGSDA For initial ( M.J.P.CSR 2021-2022 P.No 44 I No.11 ) lift 9.00 to 10.50 M |
| 8 | lift 10.50Mto 12.00 M |
| 9 | lift 12.00 to 13.50 M |
| 10 | lift 13.50 to 15.00 M |
| 11 | lift 15.00 to 16.50 M |
| 12 | lift 16.50 to 18.00 M |
| 13 | lift 18.00 to 19.50 M |
| 14 | lift 19.50 to 20.00 M |
| 15 | Item No 3Providin and laying in situ Followinggrades of c.c. of trap/granitesquartizite/ gneiss Metal of foundation and bedding including dewatering from work, compacating and curing finishing etc complete .( 6.27 Bag / Cum) ( M.J.P.CSR 2021-22 P.No 49 I No.1 ) |
| 16 | Item No 4Providing and casting in situ cement concrete of trap/ granite/quartizite/gneiss metal of approved quality for RCC work as per detailed drawing and design oras directed by Engineer in charge including normal dewatering, centering,formwork compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surfaces whereever necessary or roughening in specials finish is to be provided and curing , etccompleted (by weight batching and mix design for M-250 and M-300 only. Use of L&T A.C.C. Ambuja ,birla gold, manikgad Rajashri etc cement ispermitted(excluding M.S.or Tor reinforcement)for R.C.C. M-250 grade Beams/draces/lintel ( M.J.P.CSR 2021-22 P.No 50 I No.3 )Ring beam |
| 17 | Vertical wall |
| 18 | Item No 5 Providing and fixing in position steelbar reinforcement of varies diameter for R.C.C. pipe caps,footing, foundation ,slabs, beabs,columns,canopies, staircase,newels chajjalintel,pardies,copping, fins, arches etc as per detailed design and drawing and schedule including cutting, bending hooking the bar,bending with wires or tack welding and suppor ing as required, etc comp. ( includingcost ofbinding wire) tor steel ( M.J.P.CSR 2021-22P.No 52 I No.8b ) |
| 19 | Item No 6 Providing structural steel workinrolled stanchions fixed with connecting plate or angle cleats as in main and cross beams ,hip and jack rafters, purlins connecting to truss members and likeas per detailed drawingor as directed by engineer in charge includingcutting , fabricating hoisting erecting , fixing, inposition , making rivited/ bolted weldedconnec tions and one coat of anticorrosive paints and over it two coats of oil paint etc complete.( M.J.P.CSR 2021-22 P.No 48 I No.5) |
| 20 | Item No 7 Dewatering the excavatedtrenches and pools of water in the building trenches/pipeline trenches , well works by using pumps and other devices including depositing of safe dista nce as directedby engineer in charge( including cost of machinary, labour,fuel )etc comp.( M.J.P.CSR 2021-22 P.No 45 I No.14 ) |
| 21 | Item No 8 Providing and fixing in Position CI dapuri steps or 22 mm dia M.S. bar steps with proper anchorage etc. and providing and applying 3 coats of anti corrosive paints etc complete as directed by engineer in charge( M.J.P.CSR 2021-22 P.No 230I No.11 ) |
| 22 | Item No. 9 Providing and fixing 80mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c stagged including cost of all materials and labours involved with all leads and lift etc.complete with all leads and lifts ( M.J.P.CSR 2021-22 P.No 229 I No.5 ) |
| 23 | Item No 10 Providing and filling aroundthewell boulders filling of selected variety and size of boulders including cost of all materialslabours , transportation, etc complete with all leads and lift Boulders (M.J.P.CSR 2021-22 P.No 229 I No.4 ) |
| 24 | Item No11Refillingthe trenches with availableexcavated stuff with soft materials first overpipeline and then hard materials in15cm layers with all leads and lifts including consolidation surcharging etc complete ( M.J.P.CSR 2021-22 P.No 45 I No.45) |
| 25 | Item No 12Carrying out recuperation/ yield test forasserting the discharge of constructed well/ excavated profile as directed by Engineer-in charge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design ofW.S. scheme shall be recorded prior to the test including cost of all materials, overhead,labourers, etc. completed as directed.( M.J.P.CSR 2021-22 P.No 231I No.17 ) |
| 26 | Item no 13Taking trial bore (Core Bore Sampling)by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and 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.Taking core bore sampalingIn over burden soil |
| 27 | In weatherd rock /soft rock |
| 28 | In Hard Rock other than quarzite( M.J.P.CSR 2021-22 P.No 59 I No.5 ) |
| 29 | In Hard Rock other than quarzite( M.J.P.CSR 2021-22 P.No 59 I No.5 ) |
| 30 | Item No. 14 Taking 115 mm dia horizontal bore in well by DTH Machine |
| 31 | ESTIMATE FOR SWITCHROOM : Item No. 1Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum including removing theexcavated 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(MJP CSR2021-2022 P.No. 42I.No.1) |
| 32 | Item No.2Providing dry trap / granite/ qiartzote/ geniss rubble stone soling in 15 cm to 20 cm thick layers (including hand packing and compacting) etc complete.( M.J.P.C.S.R. 2021-2022 Pg No 46 It. No18 ) |
| 33 | Item No.3) Providing and laying Cast in situ/Ready Mix cement concrete in M-100 1:3: 6 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD. CSR 2021-2022P. No.217 I.No.24.01) |
| 34 | Item No.4 Providing and casting in situ Cement concrete of trap/ granite/quartzite /gneisss metal ofRCC work in foundation like raft grillage, srtipfoundation and footing of RCC coloumns ans strip foundation and footing of RCC columns ans steel stanchions (By weigh batching and mix design for M-250 and M-300 only. Use of L&T A.C.C. Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted Excluding M.S. or Tor reinforcement) For R.C.C. M-2001) For Footing (M-200)(MJP.CSR.2021-22 P.No.49I.No.1,2,4 & 5 ) |
| 35 | Item No.5Providing and casting insitu Cement concrete of trap/ granite/quartzite /gneisss metal for RCC workasper detailed drawings and designs or as directed by (By weigh batching and mix design for M-250 and M-300 only. Use of L&T A.C.C. Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted Excluding M.S. or Tor reinforcement) in R.C.C. M-200 all types of columns. 3) For Columns (M-200)(MJP.CSR.2021-22 P.No.49I.No.1,2,4 & 5 ) |
| 36 | Item No.6 Providing and casting insitu Cement concrete of trap/ granite/quartzite /gneisss metal for RCC workasper detailed drawings and designs or as directed by(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) inR.C.C. M-200 grade Beams / Draces / Lintel . 2) For Beam (M-200)5) For Lintel (M-200)(MJP.CSR.2021-220 P.No.50I.No.1,2,4) |
| 37 | 2) For Beam (M-200)5) For Lintel (M-200) |
| 38 | Item No.7Providing and casting insitu Cement concrete of trap/ granite/quartzite /gneisss metal for RCC workasper detailed drawings and designs or as directed by (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) inR.C.C. M-200 grade Slabs / Landings / Vertical Walls / Waist Slabe / Steps for Staircase. 4) For Slab (M-200)(MJP.CSR.2021-22 P.No.50I.No.1,2,4 & 5 ) |
| 39 | Item No.8Providing and fixing in position steel bar reinforcement etc. complete.(including cost of binding wire)(M.J.P.C.S.R.2021-2022 P. No.52 I. No.8) |
| 40 | Item No.9Providing and IInd class B.B. Masonary with conventional brick in cm as below in foundation and plinth of inner wall/ external wall including normal dewatering striking joints on nuexposed faces, racking out joints on exposed faces and watering etc. complete. in C.M. (1:6)etc. complete.(PWD.C.S.R. 2021-2022PNo.246I.No.27.01) |
| 41 | Item No.10Providing and IInd class B.B. Masonary with conventional brick in cm as below in superstructure and plinth of inner wall/ external wall including normal dewatering striking joints on nuexposed faces, racking out joints on exposed faces and watering etc. complete. in C.M. (1:6)etc. complete.(PWD.C.S.R. 2021-2022 PNo.247I.No.27.05) |
| 42 | Item No.11Providing and fixing in position mild steel angle iron door /window Frame of size 40 X 40 X 6 mm. thick provision forfixing aldrops , tower bolts , and hinges with one coat of anticorrosive red oxide primer as per detailed drawings and as directed by Engineer-in-charge.(P.W.D. DSR 2020-21 P. No.266 I.No. 39,36) |
| 43 | Item No.12Providing and fixing in position mild steel door/window shutters including mild steel angle frame of size 25 X 25 X 5 mm. for fixing mild steel sheet 24 gauge including welding fixing to frame and all necessary fixtures including electrostatic powder coating etc. complete (P.W.D. DSR 2020-21 P. No.265 I.No. 39.49) |
| 44 | Item No.13Filling in plinth and floors / trecnhes withContractor murum for bedding in 15 cm to 20 cm layers including watering and compaction complete.(MJP CSR2021-2022 P.No. 46I.No.17) |
| 45 | Item No.14Providing 12 mm thick cement plaster in one coat in 1:3 cement motar withought neeru finish for concrete, brick or stone surface in all position including scalfolding and curing etc complete.(PWD. CSR 2021-2022 P. No.261I. No.32.05) |
| 46 | Item No.15Providing internal cement plaster 20 mm thick in single coat in cement morter 1:3 without neeru finish to stone masonry sufaces, in all positions including scaffolding and curing complete.(PWD. CSR 2021-2022 P. No.260I. No.32.08) |
| 47 | Item No.16Providing and laying cement concrete flooring 40 mm. thick with 1:2:4 cement concrete laid to proper level and dlope in alternate appearance of tiles of 30 cm. x 30 cm. or other size laid diagonally / square etc. finishing smooth (with extra cement) in any colour as directed and curing complete.(PWD. CSR 2021-2022 P. No.267I. No.33.09) |
| 48 | Item No.17Providing and applying two coat of plastic emulsion paint manufracture and of approved colour to the plasterded surfacess including scaffolding if necessary and preparing the surface, curing etc. complete.(PWD. CSR 2021-2022 P. No.285.No.36.12) |
| 49 | Item No.18 Providing andapplying two coat of lead / zink based oil paint of approved colours and shade to new wood works and fibre boards, including preparing the surface scafolding if neceassary and prinner coat etc. complete.(PWD. CSR 2021-2022 P. No. 280I.No.35.04) |
| 50 | Item No.19 Refilling the trenches with available excaved stuff with soft materal first oer pipeline and then hard material in 15cm layers with all leads and lifts including conslidation, surcharging etc. complete.(MJP CSR 2021-220 P.No.45, I.No.15) |
| 51 | 5 BHP ( Pumping machinary )Item No 1Submersibble pumpsets 150mm dia Providing , erecting and giving tests of submers- ible pump set confirming to IS 8034 and motar confirming to IS 9283 , with waterproof winding.confirming to IS 9283 , with waterproof winding. Pump shall be suitable for various delevery headand discharge with stainless steel shaft . Mortar suitable for working on 415 V = 10%, 3Ph,50 Hz A.C. supply , with cable guard, thrust carbon / fibre bearing to with standentire hydraulic thrust The pump set shall be suitable for direct coupling with suitable suction strainer , pump should have suitable discharge out let as per manufactur\"s design. Antithrust stream lined nonreturn valveshallbe providedwith the pump 3m submersi ble copper conductorcable, in single / doublerun and 2 pairs of erection clamps 65 mm width 10 mm thick shall be provided with each pump. Submersible Pump 150 mm dia (with Bronze impeller ) upto 8 stages. (MJP Mech. CSR 21 -22 Pg.No. PM1-2,PM1-2-9), Submersible pump on well 5.00 HP |
| 52 | Item No.2 Providing and fixing L.T. Skdcton panel boardupto 7.50 & 5.00 HPSubmersible pump on well 5.00 HP |
| 53 | Item No. 3 Supplying PVC insulated PVC round sheathed 4 sq.mm (56 no. x 0.30 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV 3 Core 2.5 sqm .Well (PWD Elct CSRCSR 21-22Pg.No.132I N 7-2-2 ), |
| 54 | Item No.4 Providing ISI make G.I.pipe of follow- ing class and dia. Including all local and centraltaxes octroi,inspection charges, transportationto stores, etc.complete65mm dia ( MJPC.S.R. 2021-2022 Pg No 82 It. No 1b ) 50 mm dia on well |
| 55 | Item No.5 Lowering laying and jointing G.Ipipes and special of following class and dia. including conveyance from stores to site of works, all labour, giving satifactory hydraulic test,etc complete either underground or in vertical position, as directed by Engineer in charge.( MJPC.S.R. 2021-2022 Pg No 82 It. No 2c ) 50 mm dia on well |
| 56 | Item No.6Providing erecting , connecting doubleflanged short body pattern type manullayoprated butterfly valve having body, disc and cover in graded cast iron to IS 210 Gr.CF 200 generallyconformingin bs 5155, synthetic rubber faced ring secured on disc by retaining ring with stainless steel screwstub shaft of stainless steel riding in tenflon bearings excluding c.c. foundation / structural steel support confirming to IS 13095 -1991 sluicevalve -PN-1 ( M.J.P.C.S.R. 2019-2020Pg No 208 It. No 2a3 )80MM |
| 57 | Item No.7Providing and supplying ISI mark CID/Freflux valves (Non-return valves ) of following dia including all taxes (central and local ) railway freight , inspection charges ,unloading from railway wagon,loading into truck , transportation uptodepartmental stores / site, unloadingstackingetc complete 80mm dia . Reflus Valve( M.J.P.C.S.R. 2021-2022 Pg No 131 It. No 1 )80MM |
| 58 | Item No. 8Lowering, laying and jointing in position following C.I.D/F reflux valves, Butterfly valvesand sluice valve including cost of all labourjointing material , including nut bolts and giviningsatisfactory hydraulic testing etc. complete (Rate of all class of valves ) 80mm dia .Sluice Valve. &Reflus Valve ( M.J.P.C.S.R. 2021-2022 Pg No 135 It. No 3,3 ) |
| 59 | Item No.9 Providing erecting,pressure guage of vairous capacity ranges of 0 to 70m , 0 to 140 & 0 to 210 m complete with syphon tube, insulatedd cock suitable 12 mm dis G.I pipe pressure gauge shall be installed as directed by engineer in charge etc complete. (MJP Mech. CSR 21-22 Pg.No.8, PM11-1) 100 mm dia on well |
| 60 | Itam No 10Supplying and erecting Galvnized castiron earth Plate 60 x60x0.60 cm burried in Specifically prepared earth pit (top edge of plate 1.5m brelow ground level ) refilling with 30 kg charcoal and salt in alleviate layers necessary length of double GI Earth strip connected to the plate with cadmium plate G.I.Nut bolts 12 mm dia. With bituminous compoundsand connected to the nearest switch gear with and socket as per direction and duly tested by earth tester and connected to the nearest switch gear with and socket as per direction and duly tested by earth tester and recording the results Supplying and erecting19mmdia Vertical G. IPipe 1.5 m long with funnel and mesh at top is incuded in the scope of work (MJP Mech. CSR 21-22Pg.No.118, ER-4 ) Plate type Electrode ( IS 3043 ) |
| 61 | Item No.11 Providing and supplying ISI mark ( 1specials upto 150 mm dia.)(CID/F pipes, bends duck foot bend, radial tee) ( M.J.P.C.S.R. 2021-2022 Pg No 72 It. No 6 ) |
| 62 | Item No.12 Giving Satisfactory test & at pumping machinery and installution with panel for satisfctory working for 3 months with replacement of damaged parts during test & trial period. |
| 63 | ESR Cap 64000 - Item No.1 -Designing (aesthetically), and constructing R.C.C. elevated service reservoirs of following capacity with R.C.C. staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre tocentre for ESR having capacity upto 500 cum including excavation inall plaster with water proofing compound to the inside face of container including refilling disposing of the surplus stuff within a lead of 50 m. all labour & material charges including lowering, laying, erecting ,hoistingand Cap.64000 litrs Staging Height 12 M Cost for 50000 lit1485227.00 Cost for 14000 lit Rs 14.40 Per lit201600.00TotalRs 1686827.00Deduct 5 % for Zone - II 84341.00TotalRs1602486.00Cap 64000 litrs Staging 1602486.00MJP CSR 2021-22 P NO 214 I No 1-1) |
| 64 | Item No. 2. Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Engneer-in charge 80 mm Dia CI/DF PIPE ,Over Flow (M.J.P. CSR 2021-22 P. No.72I.No.5i,ii) |
| 65 | 100 mm dia |
| 66 | Item No. 3 Providing double flange Sluice valve confirming for IS- 2906/14846including worn gear arrangementsas per test pressure stainless steel spindle, caps including all taxes transportation etc complete. (With Lowring & Laying)80 mm Dia CI/DF PIPE ,Over Flow(MJP CSR 2021-22 P.No132I .No.2c &4 ) |
| 67 | Item No. 4 Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store/ site, unloading stacking etc. complete.CI D/F Specials (80 to 300 mm dia)( M.J.P.C.S.R. 2021-22 P. No. 72 I. No. 6 ) |
| 68 | Rising Main Item No. 1Providing and supplying in lengths ISImark rigid unplasticsed PVC pipes suitabl for potable water with solvent cement joints includingcost of couplers as per ISI specification No 4985/1988 including all local taxes transportion ,fieight charges,inspection charge,loading unloa-ding, converyance to the departmental stores / site and stacking the same in closed shed dulyprotected from sun rays and rains including cost of jointing material i.e. solvemtcement ,etc.complete (selffit types to be jointing with cement solvent ) ( M.J.P.CSR 2021-2022 P.No 76 It No.1B )90mm Dia PVC PIPE 6 Kg / cm2 |
| 69 | Item No. 2 Providingand fixing P.V.C.Specialsof required diameters and class I.ebendelbowTee Reducer etc complete 2% of pipe cost |
| 70 | Item No 3 Providing and supplying Air valves as per IS 10845 and MJPs standard specification ofapproved make and quality of following diameter including all taxes (Central and Local) rialway,freight, inspection charges,unloading from railwaywagon, loadinginto truck, transportation upto departmental store / siteunloading , stacking etc complete ( M.J.P.CSR 2021-2022 P.No 136 It No.5 )25 mm Dia Air Valve ( single Ball ) |
| 71 | Item No 4 Excavation for foundation /pipe trenc-hes in erth soils of all types ,sand,gravel andsoft murum including removing the excavatedmaterials upto a distance of 50m and lift asbelow staking and spreading as directed ,manual dewatering preparing the bed for foundation and excluding backfilling ,etc complet. Lift 0 to1.50m ( M.J.P.CSR 2021-2022 P.No 42 It No.1 )Lift of 0 to 1.5 M |
| 72 | Iteam No.5Excavation for foundation/ pipe tren-ches in hard murum and boulders,W.B.M. roadincluding removing the excavated materoials upto a distsnce of 50m byondthe area and lifts asbelow stacking and spreading as directed by Engineer in charge normal dewatering, preparing the bed for foundation and excluding backing etccomplete lift 0 to 1.50m( M.J.P.CSR 2021-2022 P.No 42 It No.3 )Lift of 0 to 1.5 M |
| 73 | Iteam No. 6 Excavation for foundation/ pipe tre-nches insoft rock and old cement and limemasonary foundation asphalt roadincluding re-moving the excavated materoials upto a distsnce of 50m byond the area and lifts as below stackingand spreading as directed by engineer in chargenormal dewatering, preparing the bed for found-ation and excluding backfilling etc. complete lift 0 to 1.50m( M.J.P.CSR 2021-2022 P.No 42 It No.5 ) |
| 74 | Iteam No. 7Excavation for foundation/ pipe tren-ches inhard rockbyblasting incluing removingthe excavated materoials upto a distsnce of 50 Mbyondthe area and lifts as below stacking andspreading as directed by engineer in charge nor-mal dewatering ,excluding backfilling etc complete ( M.J.P.CSR 2021-2022 P.No 42 It No.6 ) |
| 75 | Item No8 Filling in plinth and floors murum beddingtrenches with approvedmurum from excavatedmaterials from foundation 15 cmt 20cmlayers including watering and compactionetc complete( M.J.P.C.S.R. 2021-2022 Pg No 45 It. No 16 ) |
| 76 | ItemNo 9 Lovering and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from sto-res to site of work including cost of all labours materials except cement solvent ,rubberring, giving,satisfactory hydraulic testing as per IScode etc complete(with cement solvent joint/ring( M.J.P.CSR 2021-2022 P.No 80 It No.1b ) |
| 77 | Hydrulic Testing 90 mm Dia PVC PIPE 6 Kg / cm |
| 78 | Item No 10 Providing and fixing In position air valve shaft including providing and fixingGImedium class or 6 mm MS pipe shaft 2.70 mtr.Long over branch flange of Air valve tee,providingPCC block of M-150 concrete, 150mm thick aro-und the air valve tee including ,uloading etc.complete.( M.J.P.CSR 2021-2022 P.No 140 It No.17 ) |
| 79 | Item No 11Refilling the trenches with availableexcavated stuff with soft materials first over pipe-line and then hard materials in 15 cm layers with all leads and lifts including cosolidation,surcharg- ing etc complete ( M.J.P.CSR 2021-2022P.No 45 It No.15 ) |
| 80 | Distribution SystemItem No. 1)providing and supplying in lengthsISImark rigid unplasticsed PVC pipes suitable forpotable water with solvent cement joints including cost of couplers as per ISI specification No 4985/1988 including all local taxes transportion ,,fieight charges,inspection charge,loading uloadi-ng, converyance to the departmental stores /siteand stacking the same in closed shed duly prote-cted from sun rays and rains including cost ofjointing material i.e.solvemt cement ,etc.complete (selffit types to be jointing with cement solvent )75 mm Dia PVC PIPE 4 Kg / cm2 |
| 81 | 90 mm Dia PVC PIPE 4 Kg / cm2 |
| 82 | 100 mm Dia PVC PIPE 4 Kg / cm2 |
| 83 | 1400 mm Dia PVC PIPE 4 Kg / cm2 |
| 84 | Item No 2 Providingand fixing P.V.C.Specialsof required diameters and class I.e. bendelbow Tee Reducer etc complete 5 % of pipe cost |
| 85 | Item No. 3 Providing erecting , connecting double flanged short body pattern type manullayoprated butterfly valve having body, disc and cover in graded cast iron to IS 210 Gr.CF 200 generallyconforming in bs 5155, synthetic rubber faced ring secured on disc by retaining ring with stainless steel screwstub shaft of stainless steel riding in tenflon bearings excluding c.c. foundation / structural steel support confirming to IS 13095 -1991 sluicevalve -PN-1( M.J.P.C.S.R. 2021-2022 Pg No 132 It. No 2a,3a ) 65 mm Dia sluice valve |
| 86 | 80 mm Dia sluice valve |
| 87 | 100 mm Dia sluice valve |
| 88 | Item No 4Excavation for foundation/pipe trenc-hes in erth soils of all types,sand,gravel and softmurum including removing the excavated mater-ials upto a distance of 50m and lift as below staking and spreading as directed ,manualdewatering preparing the bed for foundation and excluding backfilling ,etc complet. Lift 0 to1.50m ( M.J.P.CSR 2021-2022 P.No 42 It No.1 ) |
| 89 | Iteam No.5Excavation for foundation/ pipe tren- ches in hard murum and boulders,W.B.M.road including removing the excavated materoials upto a distsnce of 50m byondthe area and lifts as below stacking and spreading as directed byEngineer in charge normal dewatering, preparing the bed for foundation and excluding backing etc complete lift 0 to 1.50m( M.J.P.CSR 2021-2022 P.No 42 It No.3 ) |
| 90 | Iteam No 4 Excavation for foundation/ pipe tre-nches insoft rock and old cement and limemasonary foundation asphalt roadincludingremoving the excavated materoials upto a dists- nce of 50 m byondthe area and lifts as below stacking and spreading as directed by engineer in charge normal dewatering , preparing the bed for foundation and excluding backfilling etccomplete .lift 0 to 1.50m( M.J.P.CSR 2021-2022 P.No 42 It No.5 ) |
| 91 | Iteam No.5 Excavation for foundation/ pipe trenches inhard rock and concrete road by chisellingwedging line drilling by machanical means or by any other means other than blasting including removing the excavated materoials upto a distanc50 m byondthe area and lifts as below, stackingand spreading as directed by engineer in chargenormal dewatering ,excluding backfilling etc.complet( M.J.P.C.S.R. 2021-2022Pg No 43 It. No 7 ) |
| 92 | Item No 6 Filling in plinth and floors murum beddingtrenches with approvedmurum from excavatedmaterials from foundation 15 cmt 20cmlayers including watering and compactionetc complete( M.J.P.C.S.R. 2021-2022 Pg No 45 It. No 16 ) |
| 93 | Item No. 9 Lovering and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from sto-res to site of work including cost of all laboursmaterials except cement solvent ,rubber ring, giving , satisfactorycode etc (with cement solvent joint/ ring fit joint( M.J.P.CSR 2021-2022 P.No 80 It No.1b )75 mm Dia PVC PIPE 4 Kg / cm |
| 94 | 90 mm Dia PVC PIPE 4 Kg / cm |
| 95 | 100 mm Dia PVC PIPE 4 Kg / cm |
| 96 | 140 mm Dia PVC PIPE 4 Kg / cm |
| 97 | Hydrulic Testing 75 mm Dia PVC PIPE 4 Kg / cm |
| 98 | 90 mm Dia PVC PIPE 4 Kg / cm |
| 99 | 100 mm Dia PVC PIPE 4 Kg / cm |
| 100 | 140 mm Dia PVC PIPE 4 Kg / cm |
| 101 | Item No.10Lowering, laying and jointing in position following C.I.D/F reflux valves, Butterfly valvesand sluice valve including cost of all labour jointing material , including nut bolts andgivining satisfactory hydraulic testing etc. complete (Rate of all class of valves )( M.J.P.C.S.R. 2021-2022 Pg No 135 It. No 3 ) 65 mm Dia sluice valve |
| 102 | 80 mm Dia sluice valve |
| 103 | 100 mm Dia sluice valve |
| 104 | Item No.11Providing and fixing C.i. ROAD BOXincluding loading Unloading and carting to site ofwork including all necessary excavation in all types of strata and fixing in murum packing etc complete.( M.J.P.C.S.R. 2021-2022 Pg No 223It. No 5b )40 kg |
| 105 | Item No 12 Providing and laying in situ followinggrade of cement concrete of trap /granite / quar-tizite / gneiss metalfor foundation and bedding ,including dewatering , formwork ,compaction and curing . Finishing etccomplete ( M.J.P.C.S.R. 2021-2022 Pg No 49It. No 1 )1:2:4 ( M-150) grade ( with 12 to 20 mm metal) |
| 106 | Item No 13 Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm layerswith all leads and lifts including cosolidation , surcharging etc complete.( M.J.P.CSR 2021-2022P.No 45 It No.15 ) |
| 107 | Solar Unit Item No. 1) Designing, supplying, installing, teting and commissioning of solar PV water pumping system with required accessories submersibla pump having motor capacity 5HP and cumulative capacity of PV modules is 4800wp module mounting structure set as per bench mark cost by MNRE GOI dated Oct 26 2021 with USPC |
| 108 | Supplying erecting, testing and commissioning of microprocessor based AMF panel suitable for solar PV power generation set upto 10 kva capacity single / three phase, 230/415 volts pwd electrical wing csr 2020-21 Chapter item NO 11-2-1 page No 198 |
| 109 | Wire Fensing and MS Gate Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50x 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 1:4:8of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.I No. 46.39 |
| 110 | Item No. 2) Providing and fixing MS Gate 2.5 M wide for compound with 40 mm dia G.I pipe approved grill work RCC M 150 side pillars of 25 cm x 40 cm x 2.5 M height its foundation finsihing painting etc complete. MJP CSR 2021-22I No 3 P No 58 |
| 111 | Item No. 3Providing 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 I.No. 6.36 |
| 112 | Running of Scheme on Trial Basis I No. 1 Commissioning running and maintaining the scheme to quantities, rated capacity,including manning.(MJP CSR 2021-2022 P.No.232 I.No.4) |
AI Tender Summary
Tender Timeline
May 02, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 16, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 18, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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