construction of Water Supply Scheme At.Minzari Paradpar G.P- Tah Chimur
Tender Value
28.86 Lakhs
Estimated cost
Bid Submission
29 Jul 2022
0 days left
EMD
29000
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chimur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction of Water Supply Scheme At.Minzari Paradpar G.P- Tah Chimur
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work:-1Deepning of Exi Supply WellItem No.1: Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts 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-chargeEx Well 12M depth + 1.5M Staging Wall.LIFT 12 to 13.5 M |
| 2 | 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.Ex Well 12M depth + 1.5M Staging WallLIFT 13.5 to 15 M |
| 3 | LIFT 15 to 16.5 M |
| 4 | Item No.3 :-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 |
| 5 | Item No.4 :-Providing and fixing mild steel grill work for windows/ventilators of 20 Kg./Sqm. as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, etc. complete.COVERED BY GRILLON WHOLE AREA OF SUPPLY WELL |
| 6 | Item No.5 :-Providing and fabricating structural steel work in single stanchions composed of R.S.J. channel, etc. with caps, bases, mild steel plastes angles, anchor bolts etc. as per detailed design and drawing or as directed including cutting, fabriction, hoisting,hoisting, errecting, fixing in position, making reveted/bolted/welded connection and one coat of anticorrosive paint, and over it two coats of oil painting etc. complete.ISMB 250x 125 mm |
| 7 | Extra gurdal supported for grill |
| 8 | Add 20% for hoisting arrangement |
| 9 | Item No.6:-Providing, constructingHorizantal Bore as per GSDA certificate and as per of Engineer in charge, till the completion of work as directed by the Engineer in charge. |
| 10 | Item No.7 :-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.Exacavation Around the wellLIFT 0 to 1.5 M |
| 11 | LIFT 1.5 to 3 M |
| 12 | Item No.8 :-Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery 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, etc. complete as directed by Engineer-in-chargeTotal Qty of excavation up to 0 to 3 m ( 42.71+42.71)=85.42 cub mFilling 1.8M Shrouding material out of 3M 40mm |
| 13 | 12mm to 20mm |
| 14 | course sand |
| 15 | Item No.9 :-Providing and Filling aroud the well boulders filling of selected variety and size of boulders including cost of all materials,labour, transportation, etc. complete as directed by Engineer-in-charge.Filling 1 M Boulder out of 3 M |
| 16 | Item No.10 :-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 PCC1:2:4Providing 0.2 M PCC out of 3 M Lift 0 to 5.0 m Around the Well |
| 17 | Sub Work:-1Switch Room(3M X3 M X2.5 M)Item No.1Excavation for foundation in hard murum and boulder including removing the excavated material up to a distance- -- etc. cmplete.Lift 0.00 to 1.50 M |
| 18 | Item No. 2.Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing fifnishing compaction etc. complete. |
| 19 | Item No. 3.Providing and laying in situ following grades of C.C. of trap /granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting & curing etc. complete.P C.C. 1 : 2 : 4 BED CONCERTE |
| 20 | Item No. 4.Providing and laying in situ C.C. of trap/granite/ quartzite /gneiss metal of approved quality for R.C.C. work as per detailed drawing & desings or as directed including dewatering, centering, formwork, compaction,finishing the formed surfaces with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughening if special finish is to provided & curing etc. complete. (excluding M.S. reinforcement)For R.C.C. (M-15) grade parapets, curtain walls vertical walls or partition walls, vertical walls or pardi, etc.Lift 0.00 to 3.00 M.Footing M- 200 |
| 21 | for column m- 1500 |
| 22 | For Beams & Lintels m - 150 |
| 23 | For Chajjas M- 200 |
| 24 | For Slab & Landing M- 200 lift 0 to 3 m |
| 25 | roof slab lift 3 to 6 |
| 26 | Item No. 5.Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, 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 as required complete.(including cost of binding wire)Lift 0.00 to 3.00 M. |
| 27 | Item No. 6.Providing IInd class B.B. masonry with conventional/I.S. type bricks in C.M. of following proportion in super structure including stricking out joints racking out joints, watering & scffolding etc. complete. (with 30% mortar) 1:6Lift 0.00 to 5.00 M. |
| 28 | Item No. 7.Providing and fixing solid core flush door commercial type on single leaf 16 mm thick Bison Panel cement bonded particle Board including Teak wood lipping beading on all four edges without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast,stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting three coats complete.Doors |
| 29 | Item No. 8.Providing and fixing steel window of various sizes as per detailed drawings without hot dip zinc coating, without ventilators including fabrication, glazing with plain/obsecured glass pan and of approved type and quality andfixtures and fastenings, without teak wood boxing & architraves and finishing with oil painting two coats complete |
| 30 | ItemNo. 9.Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. completeA ) 20 mm thick cement plaster cement mortar \"for Inside1:4 |
| 31 | Item No.10.Providing and applying washable oil bound distemper of approved colour and shade tonew surfaces including scaffolding, preparing the surfaces to receive priming coat and finshing coat etc. complete. complete as directed (For two coats). |
| 32 | Item No. 11.Providing and laying cement concrete flooring of following thickness 1:2:4 cement concrete laid to proper layer and slope in alternate days including compaction filling joints marking lines to give the apperance of tiles 30cm x 30cm or other size laid digonally or square fininishing smooth in any colour as directed by Engineer- In - charge and curingetc. complete. |
| 33 | Item No.12.Refilling with plinth and floor trenches with contractor murum for bedding in 15 cm to 20 cm layer including watering and compaction etc. complete. |
| 34 | Item No. 13.Providing and fixing M.S. ladder 0.50 m wide consisting of 75 mm x 10 mm M.S. flats stringer and steps of 16 mm diameter bars in double row about 25 cm c/c including all fixtures cutting holes, welding, anchoring and applying three coats of anti corrosive paint etc. complete as directed by Engineer Incharge.M. S LADDER GL TO FLOOR SLAB |
| 35 | Item No. 14.Providing electrification in switch control Room and Name plate of scheme |
| 36 | Sub Work:-3Solar Pumping Machinary (3BHP)Item No.1: Supplying, installing, testing and commissioning of solar water pump of 3 HP capacity, AC surface type, 432000 LPD/ 2160000 LPD, total head of 10m/20m, comprising of 4800Wp/ 4800Wp PV array respectively / submersible type (with controller) of 91200LPD/ 62400LPD/ 40800LPD total head of 50m/70m/100m, comprising of 4800Wp/ 4800Wp/ 4800Wp PV array respectively mounted on GI structure with necessary hardware and suitable inverter with 5 years on site performance warrantee. Specification no. ESD-SWPS3.00 hp solar pump |
| 37 | Item No.2: Supplying and erecting G.I.pipe ‘‘Medium’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary materialDrop Pipe- 50 mm dia. G.I. ‘‘Medium’ classRate = 330.00 + 72.00 (L/L) =402.00 |
| 38 | Item No.3: Providing, erecting C.I.D.F. Sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel supports.50 mm dia. C.I.D.F. Sluice valve |
| 39 | Item No.4: Providing, erecting C.I.D.F. Reflux valves single door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seats excluding c.c. Foundation/ structural steel supports50 mm dia. C.I.D.F. Reflux valve |
| 40 | Item No.5: Lowering, laying and jointing in position following CIDF Reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.50 mm dia. C.I.D.F. Reflux valve/ Sluice valve |
| 41 | Item No.6: Supplying and erecting ‘B’ class G.I. Bend in position with necessary material.50 mm dia. G.I. Bend ‘B’ class |
| 42 | Item No.7: Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material.50 mm dia. G.I. coupling ‘B’ class |
| 43 | Item No.8: supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing.50 mm dia. G.I. Flange ‘B’ class |
| 44 | Item No.9: Supplying, erecting & terminating XLPE armoured cable 3 core 2.5 sq. 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.3 core, 2.5 Sqmm |
| 45 | Item No.12: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete.PCC 1:2:4 (M-150) grade |
| 46 | Add for Metal0.94x1511.78 |
| 47 | Add for Sand0.47x204.01 |
| 48 | Item No.13: Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete. |
| 49 | Sub Work:-4 Pumping Machinery(1 set for Supply well Submersible Pumps 3BHP Q 2648H-836 M)Item 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 set 150 mm dia ( with Bronze? Stainless steel (CF8M) upto 8 stages3 B.H.P.min head -36 M Q 2648 Lit/hr For SupplyWell |
| 50 | 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. |
| 51 | 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 |
| 52 | 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 washersM.S. Clamp. |
| 53 | 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. |
| 54 | 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. |
| 55 | 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. |
| 56 | Non Return valve - 50 mm dia. |
| 57 | 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. |
| 58 | Non Return valve - 50 mm dia. |
| 59 | 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 |
| 60 | 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) |
| 61 | 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 |
| 62 | Item No. 12Providing and erecting main switch or ISI mark - Amp. |
| 63 | 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 |
| 64 | Item No. 14Supplying and erecting PVC pipe \"B\" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable. |
| 65 | 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. |
| 66 | Item no 16Supplying and erecting \"B\" class G.I. Bend in position with necessary material. PW1-5 50 mm dia G.I. Bend |
| 67 | PW 2-5 G.I. Tee 50 mm dia. |
| 68 | 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. pressure gauge 100 mm dia. |
| 69 | 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. |
| 70 | 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. |
| 71 | 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. |
| 72 | 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/ |
| 73 | ii)out going ICTP-16 Amp. |
| 74 | iii)For lighting ICDP-16 Amp. |
| 75 | Item No. 22Providing and fixing M.S.E.B.kitkat set etc. complete |
| 76 | Item No. 23Operation of pumping machinary through mobile network system |
| 77 | Sub Work:-5Raising MainItem 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.preparing the bed for the foundation and excluding back filling complete.Total length = 60M out of 60 M length 40 mlength is in village primices that is through in cement road |
| 78 | Item No. 2.Excavation 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. |
| 79 | 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. |
| 80 | Item No. 4.Excavation 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 distan |
| 81 | Item No. 5.Providing and supplying in standard lengths Polyethelene Pipes, conforming to latest version ofIS 4984: 2016,14151 ; 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 GOI & GOM in all respect etc. complete. 90 mmHDPE6 kg/sqcm PE - 100 |
| 82 | Item No. 6Lowering laying and jointing HDPE /MDPE pipes in proper positionincluding all specials by Compression fitting / Electrofusionjointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/ heater / But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer incharge as per IS - 7634 Part II.90 mmHDPE6 kg/sqcm PE - 100 |
| 83 | Item No. 7.Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004 One coupler shall be provided with each full length of pipe cost of which is included in rates below.150 mm GI Pipe Medium Forcrossing |
| 84 | Item No. 10.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. 90 mmHDPE6 kg/sqcm PE - 100 |
| 85 | Item no:11Lowering, 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.150 mm GI Pipe Medium Forcrossing |
| 86 | Item No. 15.Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 87 | Item No. 16.Proiding & supplying of electro fusion HDPE Specials in accordance with BS EN12201:Part-3 suitable for drinking water with in black blue colour manufactured from compounded PE100 virgin polymer and compitable with PE 100virgin polymer and compitable with PE 80 /PE100 pipes,in pressure rating SDR11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing,inspection charges,transportation upto store,transit insurance,loading unloding,stacking excluding GST le ied by GOI & GOM in all respect. etc complete.10% of cost Pipe |
| 88 | Item No. 18.Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. |
| 89 | Sub Work:-6 Construction of RCC ESR(Capacity 10000 Lit St Ht. 12M)) Item No 1:- Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, 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 charges including 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 M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. piperailing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. 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. ESR 10,000 liters12 M staging HtCost of 10000lit([email protected]) |
| 90 | Add for 10 MT Bearing Capacity 5% |
| 91 | Item No :- 2Transportation of following material to site of work including loading, unloading, stacking etc. complete.Metal |
| 92 | Sand |
| 93 | Item No :- 3Providing and supplying ISI standard welded DI double flanged pipe including all taxes (central & local) railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pipe)100 mm dia C I D/F pipefor Inlet, out let ,Over Flow & Washout ,Bye Pass Arrangment |
| 94 | Item No :- 4 Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc complete.100 mm dia PN 1. For,Wash Out, & ByePass |
| 95 | 100 mm diafor out let |
| 96 | Item No :- 5 Providing and supplying ISI standared c. I.Flanged specials &fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloadingincluding all such as GST levied by GOI & GOM in all respect, complete as per IS-9523.80 to 300 mm dia. |
| 97 | Item N0 :-6 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supportedon M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavatingpits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening thewire and painting the M.S.Angles with one coat of red lead primer and two coats of paintingetc.complete. |
| 98 | Item No.:- 7Providing and fixingM.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. complete. |
| 99 | Sub Work:-7Distribution SuystemItem No. 1.Excavation 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 all means.Cement Road |
| 100 | Item No. 2.Excavation for foundation / pipe trenches in earth soils of all types, Sand,gravel and soft murumincluding 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. |
| 101 | Item No. 3.Excavation for foundation / pipe trenches in hard murum and boulders ,WBM road 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. |
| 102 | Item No. 4.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 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site 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). 110mmPVC 4 kg/sqcm |
| 103 | 90mmPVC 4 kg/sqcm |
| 104 | 75mmPVC 4 kg/sqcm |
| 105 | Item No. 5Providing PVCspecails complete10% of cost pipe |
| 106 | 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, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).110mmPVC 4 kg/sqcm |
| 107 | 90mmPVC 4 kg/sqcm |
| 108 | 75mmPVC 4 kg/sqcm |
| 109 | Item No. 7.Hydrulic testing of PVC pipe line to specified pressure including cost of all materials and laboue and water for testing for specified length including cuttig, placing end cap making arrangment for filling safe water using resiprocating types pump 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 position110mmPVC 4 kg/sqcm. |
| 110 | 90mmPVC 4 kg/sqcm |
| 111 | 75mmPVC 4 kg/sqcm |
| 112 | 80 mm dia PN 1. |
| 113 | 80 mm dia PN 1. |
| 114 | Item No.10.Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004 One coupler shall be provided with each full length of pipe cost of which is included in rates below.150 mm GI Pipe Medium |
| 115 | Item No.11.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.One coupler shall be provided with each full length of pipe cost of which is included in rates below.150 mm GI Pipe Medium For Incasing on Nallah and road |
| 116 | Item No.12.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.100 mm x 225 mm (20 kg) |
| 117 | Item No. 13.Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 118 | Item No. 14Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. completeIn PCC M-150 |
| 119 | Item No. 15.Provding and constructing RCC CATTEL TROUGH as per drawing and design as per directed by engineer |
| 120 | Item No. 16.AS per Rate Analysis |
| 121 | Sub Work :-8 Miscellaneous Work Item No 1:- Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Depertment.For single village with WTP Three Months |
| 122 | Item No 2:-Providing and fixing board displaying information, such as\"Name of work, Tendercost, Name of Contractor, Work completion and liability period etc\",having rectangular shape of 1.20mx0.90m size made up of 4mm aluminum composite pannel sheet with 0.5mm skinthickness on either side bonded with white retro reflective sheeting of Class C(Type XI Microprismatic grade sheeting) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters,numerals,arrow as per IRC:67-2012 Table No 8.3,on M.S.angle of size35x35x3mm frame with properly crossbraced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm, 3.65 ml ong painted with alternate black and white bands of 25cm width including all fixtures etc. and fixing the board sin1:4:8 concrete block of size60cmx60cmx75cm including, excavation, refilling, transportation, and labour etc complete.Class_C_(Type XI Microprismatic gradesheeting) shall have10 year swritten warranty from the manufacturer including the Digitally Printe dareas with Latexprinting technology with sheeting manufacturer approve dink sandlaminatedwithUVoverlayfilmandthiswarrantycertificateinoriginal should be submitted to the Engineer in charge by the contractor/supplier.2.0 x 1.5 = 3.0 Sq |
| 123 | Sub Work:-9House 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 A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution maiA) With Road Crossing |
| 124 | B) WithoutRoad Crossing |
| 125 | C) Rate analysis for solid support |
AI Tender Summary
Tender Timeline
Jul 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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