Tender For C/O Water Supply Scheme At Check Berdi Tal. Gondpipri
Tender Value
63.95 Lakhs
Estimated cost
Bid Submission
03 Nov 2022
0 days left
EMD
64000
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gondpipri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Water Supply Scheme At Check Berdi Tal. Gondpipri
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Oct-2022 | dfasd | Date | 31-Oct-2022 |
| 2 | 01-Nov-2022 | sf | Date | 03-Nov-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK NO 1 - DEEPENIMG OF SUPPLY WELL Item No.1Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as requied in wet or dry condition for Head Works, I.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.For Lift 9.0 to 10.5 m |
| 2 | For Lift 10.50 to 12.0 m |
| 3 | For Lift 12.0 to 13.50 m |
| 4 | For Lift 13.50 to 15.0 m |
| 5 | Item No.2Desilting the Supply Well, Intake Well / HeadWorks, Sump of water supply / sewerageworks etc. in wet or dry condition includinglifts upto 9 M and lead upto 150 M as required beyond the work site, stacking,spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge.For Lift 9.0 to 10.5 m |
| 6 | Item No.3Dewatering the excaveted trenches and pools of water in the building trenches / 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.30 DAYS X 8 HRS X 2 PUMP X 5 HP |
| 7 | Item No.4Carrying out recuperatiion / Yield test for asserting the discharge of constructed well / excaveted profile as directed by Engineer-in-charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recoded .The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W S scheme shall be recorded prior to the test including cost of all materials, overloads, labours etc. complete. as directed.7days |
| 8 | Item No.5Provision for removing and re-errectting of Hoistingarrangements and Pumps |
| 9 | Item No.6Taking Trial Bore (Core Bore Sampling) by Calyx machine with TCT/NX to get undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite. The item includes all higher and running cost of Calyx machine and back sampling all over burden strata in glass jar and Core samples serially numbered at size in a wooden Core Box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-In-Charge. The diameter of bore in overburden shall be 100 mm and of NX size (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 G.L. with cap over it.vertical inwell bore |
| 10 | SUBWORK NO 2 : Pumping Machinery For TUBE WellItem No.1Providing erecting and giving test ofSubmersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below.Submersible Pump 150 mm dia (with Bronze /Stainless steel(CF8M) Impeller) up to 12 stages10 B.H.P. |
| 11 | Item No. 2Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.I.G.-4 with contractor rating 16 amp.10 B.H.P. |
| 12 | Item No. 3Supplying and erecting plain copper conductor PVC insulated flexible cable as per IS 694/1990 of following grade upto 1100 volts.CB 1-3 core - 4 sq mm PVC cable |
| 13 | Item No. 4Providing and fixing of steel clamp fabricated from M.S. flat 65 mm x 6 mm 1 m length including nut bolts and washers.M.S. Clamp. |
| 14 | Item No. 5Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. completeas per IS-1239/2004.50 mm dia. G.I. Heavy Class. |
| 15 | Item No. 6Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge50 mm dia. G.I. Heavy Class. |
| 16 | Item No. 7Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984Sluice valve 50 mm dia. |
| 17 | Non Return valve - 50 mm dia. |
| 18 | Item No. 8Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Sluice valve 50 mm dia. |
| 19 | Non Return valve - 50 mm dia. |
| 20 | Item No. 9Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ),adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB 32 A/40-4Pole, 3 Phase. |
| 21 | Item No.10Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate) |
| 22 | Item No.11L.T. current transformer with wound/bar primary 10/5 Amp, ratio with 15 VA burden erected in provided M.S. box duly secured with inslulting materials and connected to the meter.L.T. Transformer |
| 23 | Item No. 12Providing and erecting main switch or ISI mark - Amp. |
| 24 | Item No. 13Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete.M.S.Frame pannel board |
| 25 | Item No. 14Supplying and erecting PVC pipe \"B\" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable. |
| 26 | Item No. 15Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers necessary length of double G.I. Earth wire 8 SWG connected to plate with cadmijm plate G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. Earth Plate. |
| 27 | Item no 16Supplying and erecting \"B\" class G.I. Bend in position with necessary material. PW1-4 50 mm dia G.I. Bend |
| 28 | PW 2-4 G.I. Tee 50 mm dia. |
| 29 | Item No. 17Making trenches of suitable width and 0.7 m deep and laying provided L.T. cable and refilling the same with screened sand bed of 0.2 m thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top. Trench……….. |
| 30 | Item No. 18Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected withnecesssary PVC wire CSR Item No. LT -32.2/P.No. 64)Voltmeter 144 x 144 Sq. mm. |
| 31 | Item No. 19Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply .Ammeter 96 x 96 Sqmm. |
| 32 | Item no 20Supplying and errecting set of 3 pilot lamp all back light with colour glasses with monitor lamp 230 volt / 250 volt errected on provided M.S. box with pannel type fuses and connected with PVC wire. |
| 33 | Item No. 21Supplying and errecting triple pole Iron clad/metal clad switch and fuse 415/500 v. of suitable rating as below or approved make errected on original frame.I)Incoming ICTPN-32 Amp/ |
| 34 | ii)out going ICTP-16 Amp. |
| 35 | iii)For lighting ICDP-16 Amp. |
| 36 | Item No. 22Providing and fixing M.S.E.B.kitkat set etc. complete |
| 37 | Item No. 23Operation of Pumping Machinary through mobile network system |
| 38 | SUBWORK NO 3 :BANDHARA Item No.1: Excavation for in general in soft material comparising of soft soil, soft murum hard murum with boulder in wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M includingbarricating guarding disposing off surplus excavated stuff with radius of 0.50 Km as as directed by engineer in charge. FOR NALLA BANK LIFT 0.0 to 1.5 M |
| 39 | EXCAVATION AT NALLAH BEDLIFT 0 to 1.50 M |
| 40 | LIFT 1.5 to 3.0 M |
| 41 | Item No.2 :-Excavation for in general in Hard material comparising of soft rock, hard rock manjra rockin wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge.LIFT 1.50 To3 M |
| 42 | LIFT 3.0 to 4.5 M |
| 43 | LIFT4.5 to 6 M |
| 44 | Item No.3 :-Providing & laying in situ,followinggrade of trap/ granite/ quartzite/ gneiss metalfor foundation and bedding including dewatering,form work, compacting and curing, finishing etc. complete.M-15 Grade PCC1:2:4Levelling courseLift 4.50 TO 6Add carting of sand @ 0.45 Cum /CumAdd carting of metal @ 0.90 Cum /CumTOTAL |
| 45 | Item No. 4 :-Providing 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 M250 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(As per rate analysis)For foundation (M-250)Foundation Beam Lift 0 to 5 m Add carting of sand @ 0.45 Cum /CumAdd carting of metal @ 0.90 Cum /Cum |
| 46 | Item No.5 :-Providing 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, plywood formwork, bully / steel prop-ups, 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 of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. (Excluding M.S. or Tor reinforcement).(MJP SSR 2021-22 Page No. 50, I.No.5d)(As per Rate Analysis- 1, Sr. No. 14)For RCC M-300 grade slabs / landings / vertical walls / waist slabs / steps for staircase.RCC M 250 FOR WALLLift 0 to 5.0 m Below GL,ABOVE GL,Add carting of sand @ 0.45 Cum /CumAdd carting of metal @ 0.90 Cum /CumTOTAL |
| 47 | Item No. 6: -Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire).(MJP SSR 2021-22 I.No.8c/Page No. 52)As per Rate Analysis @ 80 kg/cum of concrete.Lift 0.0 to 5.00 m |
| 48 | Item No.7 :-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 water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A |
| 49 | Item No. 8 :-Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete.Total Excavated QtyDeduct RCC BEAMItem 4DeductPCCItem 3Deduct RCC WALL Item6 |
| 50 | Item No 9 :-Providing and layingdry trap \granite\quartzite rubble stone soiling in 15 cm in 20 cm thick layers including hand packing and compacting etccomplete |
| 51 | SUBWORK NO 4 RISING MAIN Item No. 1Excavation forpipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Total |
| 52 | Item No. 2Excavation for pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Total |
| 53 | Item No. 3Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 54 | Item No. 4Excavation for 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 all means. |
| 55 | Item No. 5Providing 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).90 mm 6kg/Sqcm |
| 56 | Item No. 6Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).90 mm 6kg/Sqcm |
| 57 | Item No. 7Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.,80mm dia. Score valve. PN-1.6 |
| 58 | Item No. 8Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 40 mm |
| 59 | Item No. 9Lowering, laying and fixing in proper alignment and position all types of CI air valves as driected by engineer in charge including cost ofconveyance from stores to site of work cost of all materials and giving satisfactory hydraulic testing etc. complete (for all class of valve)50 mm dia. Kinetic Air valve. |
| 60 | Item No. 10Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)i) 80 mm dia. Score valve. |
| 61 | Item No. 11Lowering, laying and jointing in position following C.I.DIF Reflex 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.)i) 80 mm dia. Score valve. |
| 62 | Item No. 12Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete. |
| 63 | Item No. 13Providing 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.) |
| 64 | Item No. 14Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masomy in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Size:0.90 x 0.45 x 1.20 m. |
| 65 | Item No. 15Refilling 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. |
| 66 | Item No. 16Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.90 MM PVC |
| 67 | SUBWORK NO 5 ESR REPAIRItem No.1: Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete.10 % NAXAL on labour |
| 68 | Item No.2: Providing waterproof plaster to old structure 20 mm thickin cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing etc. complete.10 % NAXAL on labour |
| 69 | Item No.3: Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout (10% of Polymer by Weight of Cement) |
| 70 | Item No.4: Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and o fapproved colour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat, scaffolding if necessary , and watering the surface for two days etc complete.10 % NAXAL on labour |
| 71 | Item No.5: Providing and applying white wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.10 % NAXAL on labour |
| 72 | SUBWORK NO 6 -DISTRIBUTION NETWORK Item No. 1 :Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M for75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcmfor110 mm dia PVC4 kg per sqcm |
| 73 | Item No. 2Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M for75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcmfor110 mm dia PVC4 kg per sqcm |
| 74 | Item No. 3Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)for75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcmfor110 mm dia PVC4 kg per sqcm |
| 75 | Item No. 4Excavation for foundation / pipe trenches in hard rock by chiselling, wedging, line drilling by any other mechanical means other rthan blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 Mfor75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcmfor110 mm dia PVC4 kg per sqcm |
| 76 | Item No. 5Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).for75 mm dia PVC4 kg per sqcm |
| 77 | for90 mm dia PVC4 kg per sqcm |
| 78 | Item No. 6 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring,as perIS code,etc. complete (with cement solvent joint / ring fit joint). for75 mm dia PVC4 kg per sqcm |
| 79 | for90 mm dia PVC4 kg per sqcm |
| 80 | Item No. 7Providing PVC specials @10% cost of pipe |
| 81 | Item No. 8Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Sluice Valve PN-165 mm dia |
| 82 | 80 mm dia |
| 83 | Item No. 9Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)Sluice Valve PN-1.665 mm dia |
| 84 | 80 mm dia |
| 85 | Item No. 10Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masomy in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note:- Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M)Size:0.90 x 0.45 x 1.20 m. |
| 86 | Item No. 11Refilling 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.Total Pipe Volume to be deducted |
| 87 | Item No. 12Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete. |
| 88 | Item No. 13Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.for75 mm dia PVC4 kg per sqcm |
| 89 | for90 mm dia PVC4 kg per sqcm |
| 90 | Item No. 14Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall beprovided with each full length of pipe cost of which is included in rates below.80 mm dia Medium Class |
| 91 | 100 mm dia Medium Class |
| 92 | Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.80 mm dia Medium Class |
| 93 | 100 mm dia Medium Class |
| 94 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.80 mm dia Medium Class |
| 95 | 100 mm dia Medium Class |
| 96 | SUBWORK NO 7 -MISCELLANEOUSItem No. 1Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. completeDeduct For MS Gate(3m x 1.6m ) |
| 97 | Item No. 2Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt |
| 98 | 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 |
| 99 | Item No. 4 Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. |
| 100 | Item No. 5Providing & making solid support for FHTC ( Functional Household Tap Connection ) withc.c stand in c.c 1:3:6 mix base platform size 1.10m x 0.95 m + width 0.20m + depth below gl 0.10 x 0.20 deep wailing with 110 mm dia x 0.65m+deep stand in c.c 1:3:6 as per drawing including centering, curring, finishing etc. Completed painting in oil paint in various colours as per directed by engineer incharge. |
| 101 | SUBWORK NO 8 : RCCCattle Trough QTY FOR 2 NOS ITEM 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)Excavation for cattle trough |
| 102 | Excavation for connecting pipe |
| 103 | ITEM NO :2Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) |
| 104 | ITEM NO : 3Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) |
| 105 | ITEM NO:4Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)PCC M-150 |
| 106 | ITEM NO:5Providing and laying in situCement concrete of trap/granite/quartzite/ gneissmetal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,\"plywood form work,bully/steel propups propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted.) (excluding M.S. or Tor reinforcement) |
| 107 | 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 necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mixdesign for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)In RCC M-150Long Wall for cattle trough |
| 108 | Long Wall |
| 109 | Cross Wall |
| 110 | Guard Ward to cattle trough platform |
| 111 | Cross Guard Wall |
| 112 | Back Guard Wall |
| 113 | ITEM NO.7Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies,copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F- 17/306)b) To r Steelb) To r Steel |
| 114 | ITEM NO:8Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality 3assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed.32mm dia MDPE Pipe for water supply to cattle trough |
| 115 | ITEM NO.9Providing, lowering, laying MDPE specials Including tap connection etc. complete as directed. Specials required for making connctions and fittings including tap, drainage arrangement |
| 116 | SUBWORK NO 9 : TAP CONNECTIONItem No. 1Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour, UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed )Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap,GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing,including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc.complete as directed by Engineer in Charge.A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution main(As per Rate Analysis)No of households connections provided A) (With Road Crossing) For 15 mm Service connection |
| 117 | B) (Without Road Crossing) For 15 mm Service connection |
| 118 | Item No. 2Shifting of existing household tap connection to newly laid distribution main including necessary excavations, saddle and required pipes of 15 mm dia. MDPE class etc. competeNo of households connections provided A) (With Road Crossing) For 15 mm Service connection |
| 119 | B) (Without Road Crossing) For 15 mm Service connection |
AI Tender Summary
Tender Timeline
Nov 01, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 31, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 03, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedNov 03, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 04, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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