Tender For Construction Of Water Supply Scheme At Darur Tal. Gondpipri
Tender Value
75.99 Lakhs
Estimated cost
Bid Submission
28 Nov 2022
0 days left
EMD
76000
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
Tender For Construction Of Water Supply Scheme At Darur Tal. Gondpipri
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Nov-2022 | 2022_CHAND_849482_10 | Date | 24-Nov-2022 |
| 2 | 25-Nov-2022 | DAaRUR | Date | 28-Nov-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK NO 1 : SUPPLY WELL - 6.00 M. DIA. AND 15.00 M. DEEPItem 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.LIFT 0.0 to 1.5 M RL |
| 2 | LIFT 1.50 to 3.0 M |
| 3 | LIFT 3.0 to 4.5 M |
| 4 | LIFT 4.50 to 6.0 M |
| 5 | 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 6.0 to 7.5 M |
| 6 | LIFT 7.5 to 9.0 M |
| 7 | LIFT 9.0 to 10.5 M |
| 8 | LIFT 10.5 to 12.0 M |
| 9 | LIFT 12.0 to 13.5 M |
| 10 | LIFT 13.5 to 15.0 M |
| 11 | 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 GradeLevelling course |
| 12 | 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 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 foundation (M-30)Foundation for jack well BeamLift 12 m to 15 m600x300 |
| 13 | 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).For RCC M-300 grade slabs / landings / vertical walls / waist slabs / steps for staircase.Lift 0 to 5 (AGL) |
| 14 | Lift 0 to 5 (BGL) |
| 15 | Lift 5 to 10 m(BGL) |
| 16 | Lift 10 to 15 m(BGL) |
| 17 | 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). @ 80 kg/cum of concrete.Lift 0 to 5 m (BGL+AGL) |
| 18 | Lift 5 to 10 m(BGL) |
| 19 | Lift 10 to 15 m(BGL) |
| 20 | Item No. 7 :- Dewatering charges for estimation purpose for head works in river basin or dam Jack well of 6 m dia30 days/8hr/5bhp/2hp |
| 21 | Item No.8:- Providing and fixing MS ladder .50 wide consi..75 x 10 mm MS flat as stringer and 16 mm dia MS bars in double rows as steps place at 25 Mc/c including cost of material labour welding anchoring and applyingthree coats of anticorrossive paint etc. complete |
| 22 | Item No. 9 :- Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. |
| 23 | Item No. 10:- Drilling of 150 mm Dia Horizontal Bore( Gravel packing) |
| 24 | Item No. 11:- 150 mm dia threaded iron casing pipe |
| 25 | Item No. 12:- Providing structural steel work in single sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275 |
| 26 | Item No 13:- Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, makingholes in the plate, including providing andapplying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 27 | Item No 14:- Carrying out recuperation/yield test for asserting the dischage of constructed well/excavated profile as directed by engg-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 recoreded. The normal water level/ subsoil water level in the well/profile as well as stainer/suction level at pump as per design of WS scheme shall be recorded prior to the test including cost of all material, overhead, labourers etc ompleted as directed |
| 28 | Item No 15:- Laying and placing in position shrouding material for porous pipe gallery/slotted gallery/well work with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section. Complete.(Boulder +Sand filling) |
| 29 | Item No 16:- Providing & fixing in well Steining, 80 mm dia A.C/PVC pipe weep holes 1.5 M c/c staggered, pipe sloping outside well Steining so as to prevent sand coming along with water current including cost of all jointing materials and labour involved with all leads and lifts etc. |
| 30 | Item No. 17:- Taking 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. |
| 31 | Providing and fixing G.I. pipe railinghaving 1.0 M height consisting 50 x 50 x 6mm thick M.S. angles as verticals at 1.5 Mc/c and additional posts at every cornerwith 3 rows of 25 mm dia G.I. pipes ofmedium class variety as horizontal andpainting 3 coats of oil paint over 1 coat ofanticorrosive paint of approved colour andshade including cost of all labour,transporting bends to curved shape, etc.complete. |
| 32 | SUBWORK NO 2:- SWITCH ROOM ITEM NO. 1 :- Excavation for foundation / pipe trenches in earth, soil 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 back filling, etc. complete.For Column Footing |
| 33 | Item No. 2 :- Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing finishing compaction etc. complete.For Column footing |
| 34 | ITEM NO. 3 :- Providing & laying in situ cement concreteM-15with trap/granite/quartizite/ gneiss metal in face wall including plywood / steel formwork and steel centering,compaction by vibrator, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface, filling joints with bitumen, curing etc, complete. ( exculuding cost of reinforcement) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. newly laid concrete shall be covered by gunney bag, plastic, tarpaulin etc. ( Wooden centering/ formwork will not be allowed) PCC( M - 15) |
| 35 | ITEM NO. 4 :- Providing and casting in situ C.C. of M - 20 trap/ granite/ quartzite / gneiss metal of approved quality for RCC work in foundation and footing of RCC column steel sanchion including normal dewatering, centring, form work compaction, finishing and curring etc. complete. (excluding M.S., or Tor reinforcement) R.C.C. M-20 Grade for footing |
| 36 | ITEM NO. 5 :- Providing and casting in situ M - 20 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, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching 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)RCC M 20 Columns |
| 37 | ITEM NO. 6 :- Providing and casting in situ M - 20 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, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching 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) RCC M 20 Beam |
| 38 | ITEM NO. 7 :- Providing and casting in situ M - 20 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, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching 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) RCC M 20 Chajja |
| 39 | ITEM NO. 8 :- Providing and casting in situ M - 20 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, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete.(By weigh betching 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)RCC M 20Slab |
| 40 | ITEM NO. 9 :- Providing & Fixing in position Steel bar reinforcement of various diameters for RCC pipes caps footing foundations slabs beams, columns, canopies stair cases, newels, chajjas lintels pardies copings, fins, arches, etc, as per detailed design, drawings, and schedules including cutting, bending, hoking the bars binding with wires or tack welding and supporting as required etc. complete. |
| 41 | ITEM NO. 10 :- Providing II nd class burnt bricks masonery with conuentional IS type brick in cement mortor 1:6 including scaffolding racking out joints and watering in superstructure etc. complete.Plinth Level |
| 42 | ITEM NO. 11 :- Providing cement plaster with 12 mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surface in all position including scaffolding and curring complete providing froove at joint and B.B. masonery and concrete members etc. complete. |
| 43 | ITEM NO. 12 :- Providing and laying cement conrete flooring 40 mm thick 1:2:4 cement concrete laid to proper level and slope in alternate bays including compcting PVC/Glass/ Aluminium strip at joint marking lines to give appearance to tiles at 3cm x 30 cm or other sizes laid diagonally / square etc. finishing smooth (with extra cement) in any colour as directed and curing etc. complete.Flooring |
| 44 | ITEM NO. 13 :- Providing and fixing steel windows of various sizes as per detailed drawing with welded square bars 12mm at in 10cm centre to center with out ho dip zinc coating without / with ventilators including baricating glazing with non - acetinic / plain / obscued glass panned at approved type and quantity all fixluces and bastening without teak wood, boxing and architravesand finishing with one coat of primer complete and 2 coats of oil paint etc. complete. Steel Window |
| 45 | ITEM NO. 14 :- Providing and fixing factory made panelled door shutter in single leaf 35 mm thick style and rail without ventilator with CCTW panels 12 mm thick including wrought iron hold fast and stainless steel fixtures withoil painting 3 coats etc. complete. |
| 46 | ITEM NO. 15 :- Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete |
| 47 | ITEM NO. 16 :- Filling in plinth and floors / trenches with available excavated stuff for bedding in 15 cm layer including watering and compaction etc. complete. |
| 48 | ITEM NO. 17 :-Providing and applying white-wash in one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming downetc. complete |
| 49 | ITEM NO. 18 :- Providing and fixing chicken mesh of 22 guage with about 30 cm width at the junction of RCC members and bricks work of approved including fixing mesh in position by necessary drilling in concrete or / B.B. masonery and or tying by binding wire etc. complete. |
| 50 | ITEM NO. 19 :- Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layer including watering and compaction etc. complete. |
| 51 | ITEM NO. 20 :- Electrification to switch control room including electric fitting with tube rod and other miscellanous items. |
| 52 | SUBWORK NO 3:- Pumping Machinery 3 BHPItem 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.Submesible pump 150 mm dia (with bronze / stainless steel (CF8M ) Impeller ) up to 8 stages . 3 B.H.P. |
| 53 | Item No. 2 Supplying 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.3 B.H.P. |
| 54 | Item No. 3 Supplying, erecting & terminating XLPE armoured cable 3 core 4sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no.CB-LT/CUCB 1-3 core - 4 sq mm PVC cable |
| 55 | 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. |
| 56 | 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. |
| 57 | 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. |
| 58 | 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. |
| 59 | Non Return valve - 50 mm dia. |
| 60 | 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. |
| 61 | Non Return valve - 50 mm dia. |
| 62 | 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. |
| 63 | Item No.10 Supplying 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) |
| 64 | Item No.11 L.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 |
| 65 | Item No. 12 Providing and erecting main switch or ISI mark - Amp. |
| 66 | 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 |
| 67 | Item No. 14 Supplying and erecting PVC pipe \"B\" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable. |
| 68 | 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. |
| 69 | Item no 16 Supplying and erecting \"B\" class G.I. Bend in position with necessary material. PW1-5 50 mm dia G.I. Bend |
| 70 | PW 2-5 G.I. Tee 50 mm dia. |
| 71 | Item No. 17 Making 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……….. |
| 72 | 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 Voltmeter 144 x 144 Sq. mm. |
| 73 | 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. |
| 74 | Item no 20 Supplying 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. |
| 75 | 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/ |
| 76 | ii)out going ICTP-16 Amp. |
| 77 | iii)For lighting ICDP-16 Amp. |
| 78 | Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete |
| 79 | Item No. 23 Operation of Pumping Machinary through mobile network system |
| 80 | SUBWORK NO 4: RISING MAIN Item No. 1 Excavation 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. |
| 81 | Item No. 2 Excavation 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. |
| 82 | Item No. 3 Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. |
| 83 | Item No. 5 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.110 mm 6 kg/Sqcm H.D.P.E. |
| 84 | Item No. 6 Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II110 mm 6 kg/Sqcm H.D.P.E. |
| 85 | Item No. 7 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)100 mm dia. Reflux valve. PN-1.6 with out byepass arrangement |
| 86 | Item No. 8 Providing 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.50mm |
| 87 | Item No. 9 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).50 mm dia. Air Valve |
| 88 | Item No. 10 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.,100 mm dia. Sluice valveP.No. -1.6 |
| 89 | Item No. 11 Lowering, 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)100 mm dia. Reflux valve. |
| 90 | ii) 100 mm dia. Score valve. |
| 91 | Item No. 12 Providing 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. |
| 92 | Item No. 13 Providing and fixing in position air valve shaft Including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M- 150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)Upto 150 mm Dia |
| 93 | Item No. 14 Providing 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 0.6x0.45x1.2 |
| 94 | Item No. 15 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 95 | Item No. 16 Hydraulic testing of H. D. P. E./ M. D. P. E. 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.110 mm H.D.P.E. Pipe |
| 96 | SUBWORK NO 5: DISTRIBUTION SYSTEMItem 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 |
| 97 | Item No. 2 : Excavation for foundation / pipe trenches in soft 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 0 to 1.5 M for75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcmfor110 mm dia PVC4 kg per sqcm |
| 98 | Item No. 3 : Excavation 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 |
| 99 | Item No. 4 : Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete.for75 mm dia PVC4 kg per sqcmfor90 mm dia PVC4 kg per sqcmfor110 mm dia PVC4 kg per sqcm |
| 100 | Item No. 5 : Excavation 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 |
| 101 | Item No. 6 : Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).for75 mm dia PVC4 kg per sqcm |
| 102 | for90 mm dia PVC4 kg per sqcm |
| 103 | for110 mm dia PVC4 kg per sqcm |
| 104 | Item No. 7: 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 |
| 105 | for90 mm dia PVC4 kg per sqcm |
| 106 | for110 mm dia PVC4 kg per sqcm |
| 107 | Item No. 8 : Providing PVC specials @10% cost of pipe |
| 108 | Item No. 9 : Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Sluice Valve PN-165 mm dia |
| 109 | 80 mm dia |
| 110 | Item No. 10 : Lowering, 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 |
| 111 | 80 mm dia |
| 112 | Item No. 11 : Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing,etc.complete.. WT 40 KG |
| 113 | Item No. 12 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.Total Pipe Volume to be deducted |
| 114 | Item No. 13 : Providing 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. |
| 115 | Item No. 14 : Hydraulic testing of PVC. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should 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 |
| 116 | for90 mm dia PVC4 kg per sqcm |
| 117 | for110 mm dia PVC4 kg per sqcm |
| 118 | Item No.15: 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. |
| 119 | Item No 16 : Providing & 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. |
| 120 | SUBWORK NO 6: RCCCattle Trough 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 |
| 121 | Excavation for connecting pipe |
| 122 | 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) |
| 123 | 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) |
| 124 | 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) |
| 125 | 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) |
| 126 | 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 |
| 127 | Long Wall |
| 128 | Cross Wall |
| 129 | Guard Ward to cattle trough platform |
| 130 | Cross Guard Wall |
| 131 | Back Guard Wall |
| 132 | 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 |
| 133 | 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 |
| 134 | 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 |
| 135 | SUBWORK NO 7 : Miscellaneous WorkCommisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. |
| 136 | Providing and erecting chain linkfencing 1.6M. height with G.I.chain link of size 50x50 mm, 8 gauge thick and fixed 75mm above ground level on vertical M.S.Angles of 40x40x6mm size,includind excavating pits for foundation and embeddedin C.C.block of 1:4:8 mix of size 450x450x670 mm. at 1.75M.c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25x25x5 mm size and vertical M.S. flat 35x5 mm and 25x5 mm horizontalincluding cross support of 40x40x6 mm angles both side at every corneror bend embedded in concrete blocks of1:4:8 of size 450x450x670 mm including 3coats of oil painting etc. complete |
| 137 | Providing and fixing M.S. 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, finishing, painting, etc. |
| 138 | Providing and fixing board displaying information such as \"Name of work, Tender cost,Name of Contractor, Work completion and liability periodetc\" having rectangular shape of 1.20mx0.90m size made up of 4mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded withi (TypeXIMicro prismatic grade sheeting) having pressure sensitive adhesive. Retroreflective sheeting with specified background, borderand back side retoreflective symbols,letters,numerals,arrow as per IRC:67-2012 Table No 8.3,on Sangle of size 35x35x3mm frame with properly cross M.S. braced M.S.angles of size 35mmx35mmx3mm duly paint edincluding Two M.S.angle iron post sof size65mmx65mmx6mm,3.65 m long painted with alternate black and white bands of 25cm width includinga Ilifixtures etc and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including, excavation, refilling, (TypeXIMicro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer including the Digitally Printed area swith Lat ex nrinting technology with sheeting PWD CSR 2021-22 It. No.58.82 Page No. 369 |
| 139 | SUBWORK NO 8:HOUSE TAP CONNECTIONItem No. 1 :Providing 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 |
| 140 | B) (Without Road Crossing) For 15 mm Service connection |
AI Tender Summary
Tender Timeline
Nov 25, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 24, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 28, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedNov 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 29, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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