Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date9 Nov 2022
Closing Date25 Nov 2022
Tender Amount₹ 24,88,456
Costs
EMD
₹ 25,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_CHAND_849358_13Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 63/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
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Item No.4 Providing and fixing 150 mm dia M.S. CAP
1
-
200
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Item No. 5 Lowering ,Welding of 150 mm dia M.S. Pipe
60
-
175
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Item No. 6 Providing and fixing M.S. clamp for support to clamp of Bore well
1
-
1050
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Item No.7 Taking Yeild test
1
-
1100
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Item No.8 Source investigation / certificate charges
1
-
1000
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Item No.9 Transportation of drilling rig and unit upto site of work etc. complete.
120
-
57.2
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Item No. 10 Development of Bore/Tube well by air compressor unit
5
-
1250
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Item No. 11 Providing and fixing M.S. bell cap forBore/Tube well
1
-
230
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SUBWORK NO 2 : Pumping Machinery 5 BHP 1 No For Bore Well Item No.1 Providing erecting and giving test of Submersible 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 150mm dia (with bronze /stainless steel(CF8M)Impeller up to 8 stages (MJP ELEC/MECH CSR 2021-22 Item No. PM-1-2-5 P.No.1 ) 3 B.H.P. head -79 Q=3944
1
-
31047
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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. (MJP ELEC/MECH CSR 2021-22 Item No. LG-1-2 P.No.27 ) 3 B.H.P. head -79 Q=3944
1
-
1858
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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/CU CB 1-3 core - 4 sq mm PVC cable
90
-
188
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Item No. 4 Providing 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.
4
-
375
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Item No. 5 Providing 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. complete
as per IS-1239/2004. 50 mm dia. G.I. Heavy Class.
80
-
392
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Item No. 6 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 50 mm dia. G.I. Heavy Class.
80
-
81
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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 Sluice valve 50 mm dia.
1
-
4198
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Non Return valve - 50 mm dia.
1
-
3319
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Item No. 8 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice va lves 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.
1
-
833
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Non Return valve - 50 mm dia.
1
-
833
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Item No. 9 Providing & 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.
1
-
4507
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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)
2
-
2083
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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
1
-
834
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Item No. 12 Providing and erecting main switch or ISI mark - Amp.
2
-
947
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Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete. M.S.Frame pannel board
1
-
190
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Item No. 14 Supplying and erecting PVC pipe "B" class 25 mm to 40 mm for eneclosing PVC cable.
40
-
10
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Item No. 15 Supplying 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.
1
-
4322.85
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Item no 16 Supplying and erecting 'B' class G.I. Bend in position with necessary material. PW1-5 50 mm dia G.I. Bend
1
-
178
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PW 2-5 G.I. Tee 50 mm dia.
1
-
236
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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………..
40
-
138
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Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected with necesssary PVC wire Voltmeter 144 x 144 Sq. mm.
1
-
537
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Item No. 19 Providing 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.
1
-
662
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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.
1
-
564
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Item No. 21 Supplying 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/
1
-
1493.1
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ii)out going ICTP-16 Amp.
1
-
1156.05
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iii)For lighting ICDP-16 Amp.
1
-
558.6
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Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete
3
-
81
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Item No. 23 Operation of Pumping Machinary through mobile network system
1
-
12000
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SUBWORK NO 3 : Tin Shade 2.0 M X2.0 M X2.25 M Item No.1 Excavation 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
5.39
-
170
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Item No. 2 Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing fifnishing compaction etc. complete.
1.35
-
1175
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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 CONCRTE
1.58
-
7127
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Item No . 4 Providing first class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth including bailing out water manually, striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed face and watering etc. Complete. Lift 0.00 to 5.00 M.
2.65
-
7224
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Item No. 5. 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.B&C CSR It No. 39.11page No.305 2022-23 Doors
1.8
-
3583
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ItemNo.6 Providing outer 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. complete A ) 20 mm thick cement plaster cement mortar 'for Inside1:4
6.96
-
380.92
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Item No.7 'Providing and applying washable oil bound distemper of approved colour and shade to new surfaces including scaffolding, preparing the surfaces to receive priming coat and finshing coat etc. complete. complete as directed (For two coats).
6.96
-
91
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Item No.8. 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 curing etc. complete.
4
-
392
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Item No.9 Refilling with plinth and floor trenches with contractor murum for bedding in 15 cm to 20 cm layer including watering and compaction etc. complete.
0.6
-
84
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Item No.10. 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.
0.45
-
1895
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Item No.11 Providing and fabricating structural steel work in rolled stanchions like joists ;channel ,angle, tees 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.
228
-
74.62
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Item No.12. Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 Kilogram/sq.m.).
24.31
-
816
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Item No. 13. Providing electrification in switch control Room and Name plate of scheme
1
-
1000
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SUBWORK NO 4 : Rising Main 90 mm PVC 6Kg/sqm 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. 'preparing the bed for the foundation and excluding back filling complete.
28
-
150
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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.
28
-
170
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Item No. 3. Excavation for foundation / pipe trenches in soft rock and old cement and lime masanory foundation asphalt 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.
14
-
572
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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). 90 mm PVC 6 kg/sqcm
100
-
238
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Item No. 5 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). 90 mm PVC 6 kg/sqcm
100
-
41
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Item No. 6. 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 position. 90 mm PVC 6 kg/sqcm
0.1
-
3721
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Item No. 7. Providing HDPE and GI and specials - -- etc. complete 10% of cost Pipe
1
-
2380
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Item No. 8 Filling in plinth and floors / trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
69.36
-
84
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SUBWORK NO 5 : RCC ESR Capacity 20000 lit staging height 12 m 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. pipe railing 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 20,000 liters 12 M staging Cost of 20000 ESR= 20000 x 39.02 = 780400 TOTAL= 780400 Add for 5 MT Bearing Capacity 7.5%
1
-
838930
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Item No.2 Providing and supplying ISI standard DI double flanged pipe excluding GST leived by GOI and GOM in all respect including railway freight insurance unloaduing 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) 80 mm dia DI D/F pipe for Inlet Outlet Overflow Bypass and Washout
72
-
2341
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Item No. 3 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 Inlet
1
-
6835
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100 mm dia PN 1 Bypass
1
-
6835
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100 mm dia PN 1 Washout
1
-
6835
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Item No. 4 Providing and supplying ISI standard D. I. 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.
250
-
111
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Item No.5 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. plot size 15x15 M
58.5
-
697
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Item No.6 Providing and fixing M.S. gate 2.5 m wide for compound with 40 mm dia M.S. black pipe medium class, 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.
1
-
31862
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Item No. 7 Transportation of following material to site of work including loading, unloading, stacking etc. complete Metal
23.29
-
1531.82
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Sand
12.33
-
281.08
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SUBWORK NO 6 : Distribution system Item 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
78.82
-
1017
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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.
118.23
-
170
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Item No. 3. Excavation for foundation / pipe trenches in soft rock and old cement and lime masanory foundation asphalt 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.
78.82
-
572
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Item No. 4. 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.
118.23
-
150
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Item No. 5. 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). 75 mm PVC 4 kg/sqcm
533
-
115
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90 mm PVC 4 kg/sqcm
30
-
160
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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). 75 mm PVC 4 kg/sqcm
533
-
25
... More
90 mm PVC 4 kg/sqcm
30
-
31
... More
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 position. 75 mm PVC 4 kg/sqcm
0.53
-
2481
... More
90 mm PVC 4 kg/sqcm
0.03
-
3721
... More
Item No. 8. 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 for incasing in Nalla
30
-
1257
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Item No. 9. 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 150 mm GI Pipe Medium for incasing in Nalla .
30
-
144
... More
Item No. 10. 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. 80 mm dia PN 1.
3
-
5132
... More
Item No. 11. Lowering, 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.) 80 mm dia PN 1.
3
-
1738
... More
Item No. 12. Giving satisfactory hydraulic testing of
following C. I. D / F Reflex valves,
Butterfly valves and Sluice valves. 80 mm dia PN 1.
3
-
194
... More
Item No.13. 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)
3
-
1544
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Item No.14. 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. In PCC M-150
28
-
6204
... More
Item No. 15. Filling in plinth and floors / trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
363.55
-
84
... More
Item No. 16. Providing PVC and GI specails complete 10% of cost pipe
1
-
10380.5
... More
Item No :- 17 Providing and Constructing Cattle through as per rate analysis attach
1
-
103307
... More
Item No :- 18 Commissioning running and maintaining the scheme to quantities, rated, capacity, including manning necessary personel such as operater, valveman etc. As per reqirements of the scheme and who should also administer chemical does 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 competion of the above period as directed by Engineer-in-charge.
1
-
26244
... More
SUBWORK NO. 7:- FHTC Item No.:- 1 Provision for New Tap Connection to new pipeline A) With Road Crossing
34
-
2382
... More
B) Without Road Crossing
50
-
1537
... More
C) Rate analysis for solid support
84
-
1112
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