Newly Water Supply Scheme At Palasgaon T Dhamangaon, Tq.Basmat, Dist Hingoli Iunder Jal Jeevan Mission ( Jjm )
Tender Value
51.84 Lakhs
Estimated cost
Bid Submission
16 Sep 2022
0 days left
EMD
51845
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
palasgaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Newly Water Supply Scheme At Palasgaon T Dhamangaon, Tq.Basmat, Dist Hingoli Iunder Jal Jeevan Mission ( Jjm )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Sep-2022 | Date Extantion | Date | 13-Sep-2022 |
| 2 | 13-Sep-2022 | Date Extantion1 | Date | 16-Sep-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Proposed Percolation well (8 m Dia 16 m Depth)ITEM NO.1Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murumwithboulders inwetordryconditionforheadworksi.e.intakewell, connecting main, jack well, pump house, supply well, etc. for lift as below and lead of 150Mincludingbarricading,guardinganddisposingoffsurplusexcavatedstuff within a radius of 0.5 km. as directed, etc. complete excluding refilling.Lift 0 to 1.50 M |
| 2 | Lift 1.5 to 3.00 M |
| 3 | Lift 3 to 4.5 M |
| 4 | Lift 4.5 to 6 M |
| 5 | Lift 6 to 7.5 MMJP SSR 2021-22 Item No. 10.a PG. No. 44 |
| 6 | ITEM NO.2Excavationin generalinhard material comprisingofsoftrock,hardrock,Manjara rock,etc,byblasting/controlledblasting,chisellingasrequiredinwetordry 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 baricading, guarding, disposingoffsurplusexcavatedstuffwithinaradiusof0.5km.asdirectedby Engineer-in-charge, excluding refillingLift 7.5 to 9 M |
| 7 | Lift 9 to 10.5 M |
| 8 | Lift 10.5 to 12 M |
| 9 | Lift 12 to 13.5 M |
| 10 | Lift 13.5 to 15 M |
| 11 | Lift 15 to 16.5 M |
| 12 | ITEM NO.3Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete.a) M-150MJP SSR 2021-22 Item No. 2.a PG. No. 49 |
| 13 | ITEM NO.4Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements)RCC M-200 for water retaining structurea) For RingBeam Bottom Ring |
| 14 | a) ForVertical Wall (6 m below GL & 1.5 m above GL )Above 1.5 m from GL |
| 15 | From GL to Below 5 mMJP SSR 2021-22 Item No. 2.d PG. No. 49 |
| 16 | From 5mto7.5 m |
| 17 | ITEM NO.5Providingand fixingin positionsteel bar reinforcementof variousdiametersfor RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircase, newels,chajjas,lintels,pardies,copings,fins,arches,etc. as per detailed designs, drawingsandschedulesincludingcutting,bending,hookingthebars,bindingwith wiresor tackweldingand supportingas required,etc.complete.(includingcost of binding wire)1% of RCC QtyLift0 to 5 m above GL |
| 18 | Lift0 to 5 m below GL |
| 19 | Lift0 to 7.5 m below GLMJP SSR 2021-22 Revised Item No. 8.b PG. No. 52 |
| 20 | ITEM NO.6Providingstucturalsteelworkin single stanchionscomposedof RSJ, channel,etc, withcaps,bases,mildsteel plates,angles,brackets,cleats,gussetplates,anchor bolts, etc. as per detaileddesign and drawing or as directed by Engineer-in-charge includingcutting,fabrication,hoisting,erecting,fixinginposition,makingriveted/bolted/weldedconnectionsandonecoatsofanticorrosivepaintandoverittwo coats of oil painting, etc. complete.RSJ 200x100mmWeight of RSJMJP SSR 2021-22 Item No. 2.d PG. No. 49 |
| 21 | ITEM NO.7Providingand fixing M.S. chequerredplate flooringof following thicknesssupported onM.S.angles(25x25x5 mmsize)includingwelding,cuttingandfabricatingthe plates to the requiredsquare or rounding shape,makingholes in the plate, includingprovidingandapplying3coatsofanticorrosivepaint,etc.completeasdirectedby Engineer-in-charge.6 mm thickMJP SSR 2021-22 Item No. 6.a PG. No. 229 |
| 22 | ITEM NO.8Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete.7.5 BHP pumps daily 8 hrs for 40 daysMJP SSR 2021-22 Item No. 6.a PG. No. 229 |
| 23 | ITEM NO.9Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage,etc.andprovidingandapplying3coatsofant-corrosivepaint,etc complete as directed by Engineer-inchargeMJP SSR 2021-22 Item No.11PG. No. 230 |
| 24 | ITEM NO.9Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including costofallmaterialsandlabourinvolvedwithallleadsandlifts.etc.complete with all leads and liftsMJP SSR 2021-22 Item No.5PG. No. 229 |
| 25 | ITEM NO.10Refillingthe trencheswith available excavatedstuff with soft material first over pipe lineandthenhardmaterialin15cmlayerswithall consolidation, surcharging etc. complete.Net QtyMJP SSR 2021-22 Item No. 15PG. No. 45 |
| 26 | ITEM NO.11Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. 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 of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed.Lps less than 25,000MJP SSR 2021-22 Item No. 17PG. No. 231 |
| 27 | ITEM NO. 12Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits togather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, softrock, 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 coresamples 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 be100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it.a) In overburden (soft soil, murum) |
| 28 | b) In weathered rock with boulders |
| 29 | c) In weathered rock / soft rock |
| 30 | d) In hard rock other than quartzite |
| 31 | ITEM NO.13Trial Bore of 115 mm dia Bore by helo of Drilling Rig, Machine etc. Complete as directed by Engineer in charge and upto the satisfaction of Engineer in charge. (Including all labours carting, loading, unloading etc)(GSDA DSR 2021 Pg. No. 9 Sr. No. E-1) |
| 32 | SWITCH ROOM 2.5 x 2.5 x 3 MITEM NO.1Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift of 0 to 1.5 M\"(MJP DSR 20-21, Sr. No. 01, P.No. 42 ) |
| 33 | ITEM NO.2Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift of 0 to 1.5 M(MJP DSR 20-21, Sr. No. 02, P.No. 42 ) |
| 34 | ITEM NO.3Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete. (MJP DSR 20-21, Sr. No. 01, P.No. 49 )PCC (M-150) |
| 35 | ITEM NO.4Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M. S. orTor Reinforcement(MJP DSR 20-21, Sr. No. 02/c, P.No. 49 )RCC Footings ( M-200) |
| 36 | ITEM NO.5Providing 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, form work, 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 )(MJP DSR 20-21, Sr. No. 03/b, P.No. 49 )RCCCOLUMNS ( M-200) |
| 37 | ITEM NO.6Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)(MJP DSR 20-21, Sr. No. 04/b, P.No. 50 )RCCBEAMS & lintel( M-200) |
| 38 | ITEM NO.7Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use ofL&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)(MJP DSR 20-21, Sr. No. 06/b, P.No. 51 )Slab & Landing steps ( M-200) |
| 39 | ITEM NO.8Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement.(MJP DSR 20-21, Sr. No. 13/b, P.No. 55 )Chajja ( M-200) |
| 40 | ITEM NO.9Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 infoundationsandplinthofinnerwalls/inplinthexternalwallsincludingbailingoutwatermanually, striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete. |
| 41 | ITEM NO.10Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete.(PWD SSR 21-22 P.NO.144 I.NO 27.05) |
| 42 | ITEM NO.11Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire)Tor SteelMJP SSR 21-22 (revised) pg no. 13 Section-A |
| 43 | ITEM NO.12\"Providing and laying Rough shahabad stone flooring upto 25 to 30 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.Refn. :BDM.1A Sr. No. 917PWD S.S.R. I.No. 33.02P.No. 269\"(PWD SSR 21-22 P.NO.156 I.33.01) |
| 44 | ITEM NO.13Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:5 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete.(Bd-L-5/368)(PWD SSR 21-22 P.NO.153 I.33.05) |
| 45 | ITEM NO.14Providing sand faced plasterexternally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete.(PWD SSR 21-22 P.NO.153 I.32.11) |
| 46 | ITEM NO.15Provinding and applying white-wash in Two coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.(236 Bd-P-1-A)(PWD SSR 21-22 P.NO.218 I.36.02) |
| 47 | ITEM NO.16Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete.(Bd-P-5/413)(PWD SSR 21-22 P.NO.167 I.36.11) |
| 48 | ITEM NO.17Providing and fixingsteelframe of angle 50X 50X 6 mm for windows with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including iron .PWD S.S.R. I.No. 1152/39.35P.No. 313 (PWD SSR 21-22 P.NO.182 I.39.33) |
| 49 | ITEM NO.18Providing and fixing in position factory made box type steel window with glazed fanlight including steel windows of cold rolled section of 105mm x 60mm x 1.25mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm) as per detailed drawing and design or as directed including providing horizontal mild steel 12mm square bars at 10cm center to center, required F7B section, section 76, section 20mm x 5mm mild steel flat for shutter and F4B section for frame, 3mm thick glass of approved quality for fanlight necessary fixtures and fastening etc. complete finishing with one coat of anticorrosive paint etc.complete(PWD SSR 21-22 P.NO.181 I.39.22) |
| 50 | ITEM NO.19Providing and fixingsteelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. (PWD SSR 21-22 P.NO.182 I.39.35) |
| 51 | ITEM NO.20Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete.(PWD SSR 21-22 P.NO.186 I.39.48) |
| 52 | ITEM NO.21Refilling 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.(MJP SSR 21-22 P.NO.45 I.15) |
| 53 | PUMPING MACHINARY FOR PROPOSED WELL 5 BHPITEM NO. 1Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump should have suitable discharge outlet as per manufacture\"s design. Antithrust streamlined run and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia (with bronze impeller upto 8 stages).Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages).5 BHP suitable for 61 mtr head & 9366 litres/hr discharge.(MJP MECH SSR 21-22 P.NO.1 PM 1-2-5) |
| 54 | ITEM NO. 2Providing and Fixing L.T. skeleton panel board upto5HP. (As per detail sheet attached) |
| 55 | ITEM NO. 3Supplying and erecting flat flexible 3 core 6 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.(PWD Elect. CSR 2021-22 P. No. 218 I. No. 12-4-9) |
| 56 | ITEM NO. 4Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete65 mm dia (heavy) on well(MJP CSR 2021-22 P. No. 82 l. No. 1.III.1.c.vii) |
| 57 | ITEM NO. 5Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)a) Without bypass arrangement - PN - 180mm dia(MJP CSR 2021-22 P. No. 131 l. No. 1 a). v) |
| 58 | ITEM NO. 6Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.a) Sluice valve - PN - 1(Without bypass)80mm dia(MJP CSR 2021-22 P. No.132l. No. 2Aiii) |
| 59 | ITEM NO. 7Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)a) Sluice valve - PN - 1(Without bypass)80mm dia(MJP CSR 2021-22 P. No.135l. No. 4 v) |
| 60 | ITEM NO. 8Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia)(MJP Mech. CSR 2021-22 P. No.7 PM11-1) |
| 61 | ITEM NO. 9Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP.Plate type Electrode (IS 3043)1. For pump - 2Nos1. For panel board- 1No.(PWD Elec. CSR 2021-22 Item No. 9-1-3) |
| 62 | ITEM NO. 10Providing 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 departmental store/site, unloading stacking etc. complete.CI D/F specialsi) 80 to 300 mm dia(MJP CSR 2021-22 Section-I(I) P. No. 72 l. No. 6ai) |
| 63 | Pure Water Rising Main (90mm PVC 6 kg/cm2), Length = 2590 mITEM NO. 1 Material SectionProviding and supplying in standard lengths ISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cement solvent).Proposed Pure Water Rising main (Proposed well to Junction)(90 mmPVC 6 Kg/cm2) |
| 64 | Proposed Pure Water Rising main (Junction toEx ESR )(90 mm PVC 6 Kg/cm2) |
| 65 | Proposed Pure Water Rising main (Juncton to PR ESR)(90 mm PVC 6 Kg/cm2) |
| 66 | 10% cost of pipes MJP SSR Section I (II) Page No. 76 |
| 67 | ITEM NO. 2Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection RCC PIPES NP III250 mm dia RCC NP III PIPES(MJP SSR 2021-22 P No.96 section I (V) 1. e iv) |
| 68 | 1% cost of pipes (MJP SSR 2021-22 P No.96 section I (V) 1. e iv) |
| 69 | ITEM NO. 3Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railwaywagon,loadinginto truck, transportation upto departmentalstroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -180 mm Dia. ( Non-return valve |
| 70 | ITEM NO. 4Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspectioncharges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.80 mm Dia(Sluice valve )(MJP SSR 2021-22 P. No 131 I.No 1a iv) |
| 71 | ITEM NO. 5Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.a) Air valve Single ball Flanged - PN -150mm Dia.(MJP SSR 2021-22 P No.135 I.No.5 b) |
| 72 | Mechanical Tee 800x80x80mm(MJP SSR 2021-22 P. No 148 I.No 8/a/1) |
| 73 | ITEM NO. 6 Labour SectionExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5Total ExcavationMJP SSR 2021-22 SECTION- E Sr.No.1 pg.no.42 |
| 74 | ITEM NO. 7Excavationfor foundation/ pipe trenchesin hard murumand boulders,W.B.M. road includingremovingthe excavatedmaterialupto a distanceof 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 M MJP SSR 2021-22 SECTION- E Sr.No.2 pg.no.42 |
| 75 | ITEM NO. 8Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)Lift 0 to 1.5 MMJP SSR 2021-22 SECTION- E Sr.No.5 pg.no.42 |
| 76 | ITEM NO. 9Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259)Lift 0 to 1.5 M MJP SSR 2021-22 SECTION- E Sr.No.5 pg.no.42 |
| 77 | ITEM NO. 10Filling inplinth floors murum bedding intrenches with approved murum from excavatedmaterialsfromfoundation15to20cmlayersincludingwateringand compaction complete.Murum selected from excavated stuffMJP SSR 2021-22 SECTION- E Sr.No.16 pg.no.45 |
| 78 | ITEM NO. 11Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint).90 mm Dia. MJP SSR Section I (II) Page No. 80 |
| 79 | ITEM NO. 12Hydraulic testing of PVC pipe line to specified pressure includingcost of all materials and labour and water for testing for specified length including cutting, placing end cap makingarrangement forfillingsafewaterusingreciprocatingtypepumpswhich shouldbeabletoprovidespecified testpressuregaugesandothernecessary equipments,labour,operationcharges,etc. requiredfor testing.The rate underthis itemshallalsoincludecostofretesting,ifnecessaryandreinstatingtooriginal positionWorking pressure 6 kg/cm290 mm Dia. MJP SSR Section I (II) Page No. 80 b) iii , iv) |
| 80 | ITEM NO. 13Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.250 mm dia RCC NP III PIPES(MJP SSR 2021-22 P No.98 section I (V) 2. iv) |
| 81 | ITEM NO. 14Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached)Upto 150mm50mm Dia. |
| 82 | ITEM NO. 15\"Lowering, laying and jointing in positionfollowing C.I.D/F Reflex valves, Butterflyvalves and Sluice valves including cost ofall labour jointing material, including nut boltsand giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)\"80 mm Dia ( Non-return valve) |
| 83 | 80mm Dia. ( Sluicevalve) |
| 84 | ITEM NO. 16Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion,precast RCC frame and cover, etc. Complete as directed by engineer-in-charge.Note: Wall thickness : 0.23 M for depth of .2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 60x45 CM internal size and depth upto 0.9 M with precast R.C.C slab cover(MJP SSR 2021-22 P No.220 I.No.1a) |
| 85 | RCC ESR Capacity 30000 litres 9 m staging Height, 3 m tank heightDesigning (aesthetically), and constructing RCC Elevated Service Reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. |
| 86 | ITEM NO.2Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. Inlet 80mm dia.CI.D./F pipes |
| 87 | Outlet100 mm dia.CI.D./F pipes |
| 88 | Overflow80mm dia.CI.D./F pipes |
| 89 | Washout80 mm dia.CI.D./F pipes(MJP SSR P No. 72 Section I(I)5.ii/iv) |
| 90 | ITEM NO.3Providing And supplying ISI standard CI Flanged /s &S Specials Including all Statutory Duties &taxes such as GST Levied by GOI &GOM in all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading into truck Transport to Departmental Store /Site UnloadingStacking etc Complete D/F Specials 300 D/F Specials Upto and Including150 mm 80 mm to 300 mm dia( M.J.P SOR 21-22P.NO 72 I.NO.6a) |
| 91 | ITEM NO.4Providing 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 GOt & GOM in all respect etc. completeSluice valves PN-1 without bye-pass arrangement100 mm dia. Sluice valve - Outlet/Distribution |
| 92 | 80 mm dia. Sluice valve - Inlet/Bypass |
| 93 | 80 mm dia. Sluice valve - Washout(MJP SSR P No. 132 Section I(XII) 2a.iv) |
| 94 | Distribution System L = 2044 mITEM NO.1 MATERIALProviding 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 inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent).Working Pressure 4 kg/cm275 mm |
| 95 | 90 mm |
| 96 | Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.10% of cost of pipes |
| 97 | ITEM NO.2Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection Considering Nalla / Road Crossing200mm dia RCC NP III PIPES |
| 98 | 200mm dia RCC NP III PIPES Specials1% of cost of pipes |
| 99 | ITEM NO.3Providing 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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.65 mm sluice valveMJP SSR 2021-22 SECTION- E Sr.No.2 pg.no.42 |
| 100 | ITEM NO.4 LABOURExcavation for foundation / pipe trenches in hard rock and concrete road by chiselling,wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering,excluding backfilling, etc. complete by allmeans. (Bd-A-6/259)Lift 0 to 1.5MJP SSR 2021-22 Section E Sr.No.1 Pg. No. 42 |
| 101 | ITEM NO.5Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation andexcluding backfilling, etc. complete. (Bd-A 1/259)Lift 0 to 1.5MJP SSR 2021-22 Section E Sr.No.2 Pg. No.42 |
AI Tender Summary
Tender Timeline
Sep 13, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 13, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 16, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 16, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 18, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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