Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date27 Sep 2022
Closing Date14 Oct 2022
Tender Amount₹ 79,85,314
Costs
EMD
₹ 81,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_838487_7Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 34/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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Documents
BOQ Items
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b) 150 mm dia. Slotted casing pipe
42
-
1435.71
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Item No.4: Supplying, transporting and placing gravel packing of size 3/8” to ½” only including stacking, sorting, washing and placing etc. complete.
60
-
433.93
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Item No.5: Development of tube well by air compressor having capacity of 600CFM/100Psi by high velocity jetting and back washing etc. complete.
6
-
1205.36
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Item No.6: Providing and fixing bail plug at the bottom of tube well.
1
-
238.39
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Item No.7: Lowering laying and welding both slotted and plain M.S. casing pipe.
60
-
147.32
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Item No.8: Giving yield test of tube well by air compressor for 3 hours on 90 V-Notch
1
-
3125
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Item No.9: Providing and fixing M.S. Cap heavy duty. thickness 0.010 m.
1
-
178.57
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Item No.11: Clamp for 150mm diameter casing pipe (As per IS1239)
1
-
1097.32
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Item No.12: Flushing for 200mm dia.TUBEWELL
1
-
7714.29
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Item No.13: Provision for Bacterriological test and Chemical test
1
-
1000
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Item No.14: Drilling of Tube well 150 mm dia. by DTH machine including transportation of machine to site
60
-
376.79
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Sub work : Deepning of Supply Well Item No.1 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as requied in wet or dry condition for Head Works, I.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.For Lift 10.5 to 12.0m
3.53
-
993.3
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For Lift 12.0 to 13.5m
10.6
-
1024.1
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For Lift 13.50 to 15.0m
7.07
-
1054.9
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Item No.2 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-charge.For Lift 10.5 to 12.0m
9.62
-
873.4
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Item No.3 Dewatering the excaveted trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ), etc. complete.30 DAYS X 8 HRS X 2 PUMP X 5 HP
2400
-
84.7
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Item No.4 Carrying out recuperatiion / Yield test for asserting the discharge of constructed well / excaveted profile as directed by Engineer-in-charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recoded .The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W S scheme shall be recorded prior to the test including cost of all materials, overloads, labours etc. complete. as directed.
7
-
2383.7
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Item No.5 Provision for removing and re-errectting of Hoisting arrangements and Pumps
10000
-
1
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Sub work :Pumping Machinary Item No. 1- Providing erecting & giving test of submericble pump sets confirming to IS 8034 & motor confirming IS 9283.Pump shall be suitable for various delivery head & discharge with stainless steel pump shaft & BRONZE impeller.Motor suitable for working o 415 V 10 %,3 ph 50 hz.A.C supply ,cableguard,thrust carbon/fibre bearing to accept entire hydraulic thrust, water proof winding shall be provided.The pump set shall be suitabel for direct coupling.Pump shall be have suitable suction stainer shall aloso be provided 3 core ,single/ double run cooper conductor submercible type flat cable 3 m ,2 pairs of erction clamps Rates per pump 150 MM Dia upto 12 stages (as per design).4 BHP on TUBE WELL
1
-
26234
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Item No. 2- Supplying & 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
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 SVVG) G.i. earth wire complete erected with glands & lugs,on wall / trusses/ pole or laid in provided trench / pipe as per specification no.CB CB2-3core-4 sqmm PVC cable
75
-
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 50 mm dia .G.I. heavy Class.
55
-
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.
55
-
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 freiight, inspection charges, unloading from railway wagon,loading into truck, transportaion upto departmental stores,unloading, stacking excluding GST levied by GOI & GOM inall respect etc. complete. Reflux valves as per I.S.5312 Part (1984 ) Sluice vavle
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 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 .
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 1000A, 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/40-4 Pole, 3 Phase.
1
-
4771
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Item No. 10- Supplying & erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished / pinted 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
-
2278
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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 insulting materials and connected to the meter.
1
-
881
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Item No. 12- Providing and erecting main switch or ISI mark- Amp.
1
-
947
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Item No. 13- Providing and fixing frame work for pannel board near well IsMC 100x50 and ISA 35x35x6 mm etc. complete.
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.PVC cable.
30
-
10
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Item No. 15 Supplying and ercting galvannised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level 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 gears in PVC pipe upto accessible height duty sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duty tested by earth teaster and recording the results
1
-
4238
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Item No. 16- Supply and erection'B'class G.I. Bend in position with necessary material.( MJP ELEC/MECH CSR 2021-22 It No. 1-4 PW1-5 P. No 11)PW 1-5 50 mm dia D.I. Bend
2
-
178
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PW 2-5 G.I. Tee 50 mm dia
2
-
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 thickto embedded the cable and bricks placed on both sideslength wise and top width wise all over the run and refilling the excavated earth without shine or hard material and making the surface proper with 0.15 m crown on the top
30
-
138
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Item No. 18- Providing and errecting voltmeter A.C. cycles / sec. With 0 to 500V. Range flush type errected on provided M.S. 60 and errected with necessary PVC wireVoltmeter 144 x 144 Sq. mm.
1
-
537
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Item No 19- Providing and errecting ammeter A.C. 50 0/50 450 v. or suitable range flush type complete errected in provided MS box connected to supplyAmmeter 96 x 966 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 MS. Box with pannel type fuses and connected with PVC
1
-
597
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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
1
-
81
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Item No.23- Operating of pumping mavhinary through mobile network System
1
-
12000
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Sub work : Rising Main Item No. 1 Excavation for 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.
238
-
165
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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.
238
-
211.2
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Item No. 3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
119
-
629.2
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Item No. 4 Excavation for pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
15.75
-
1118.7
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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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 90 mm 6kg/Sqcm
850
-
293
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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, as per IS code, etc. complete (with cement solvent joint / ring fit joint).90 mm 6kg/Sqcm
850
-
44
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Item No. 7 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.,80 mm dia. Score valve. PN-1.6
2
-
6758
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Item No. 8 Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 50 mm
2
-
9064
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Item No. 9 Lowering, laying and fixing in proper alignment and position all types of CI air valves as driected by engineer in charge including cost of conveyance from stores to site of work cost of all materials and giving satisfactory hydraulic testing etc. complete (for all class of valve)50 mm dia. Kinetic Air valve.
2
-
282.7
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Item No. 10 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)i) 80 mm dia. Score valve.
2
-
5736
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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) 80 mm dia. Score valve.
2
-
1911.8
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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.
15.75
-
7305.94
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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.)
2
-
5578
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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 : 0.90 x 0.45 x 1.20 m.
3
-
10034.9
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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.
480.94
-
92.4
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Item No. 16 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.90 MM PVC
0.85
-
5457.1
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Sub work : RCC ESR 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.Capacity 40000 litres, St. Ht.12 m.
1
-
1461648
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Item No. 2 Providing and supplying ISI standard welded CI/DF double flanged pipe including GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)100 mm dia inlet pipe
20
-
1813
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150 mm dia outlet pipe
15
-
2945
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100 mm dia Washout pipe
15
-
1813
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100 mm dia overflow pipe
20
-
1813
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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 inspection charges, transportation upto departmental store, unloading, stacking 80 mm dia PN 1
3
-
5132
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Item No. 4 Providing and supplying ISI standard DI. 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, loading and unloading including GST levied by GOI & GOM in all respect etc. complete as per IS-9523.80 to 300 mm dia
100
-
111
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Sub work :Miscellaneous Works Item No. 1 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. completeDeduct For MS Gate(3m x 1.6m )
57
-
2306
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Item No. 2 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt
1
-
31862
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Item No. 3 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
1
-
9284
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Item No. 4 Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
3
-
26244
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Item No. 5 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.
294
-
900
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Item No. 6 Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./G.I. pipes, valves, bends, etc. to the Department. However taking steel reinforcement by the dismantling agency including removing dismantled materials from site and disposing them at suitable place as directed, etc. complete.i) Congested Area ii) Open Area
15000
-
2.41
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Sub work :Cattle Trough 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) Excavation for cattle trough
26.25
-
165
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Excavation for connecting pipe
18
-
165
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ITEM NO :2 Providing 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)
15.75
-
1158
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ITEM NO : 3 Filling 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)
5.25
-
842.2
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ITEM NO:4 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)PCC M-150
5.25
-
6885.44
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ITEM NO :5 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, '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)
6.7
-
7876.34
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ITEM NO. 6 Providing 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 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)Long Wall for cattle trough
0.83
-
9293.54
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Long Wall
0.45
-
9293.54
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Cross Wall
0.28
-
9293.54
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Guard Ward to cattle trough platform
0.1
-
9293.54
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Cross Guard Wall
0.19
-
9293.54
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Back Guard Wall
0.12
-
9293.54
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ITEM NO.7 Providing 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
0.69
-
84527
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ITEM NO:8 Providing 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
80
-
56
... More
ITEM NO.9 Providing, lowering, laying MDPE specials Including tap connection etc. complete as directed. Specials required for making connctions and fittings including tap, drainage arrangement
2
-
3500
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Sub work :Distribution System Item No. 1 : Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
1723.4
-
165
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Item No. 2 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 for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
1723.4
-
211.2
... More
Item No. 3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
861.7
-
629.2
... More
Item No. 4 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 M for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
171.47
-
1118.7
... More
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 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).for 75 mm dia PVC 4 kg per sqcm
6061
-
142
... More
for 90 mm dia PVC 4 kg per sqcm
94
-
197
... More
Item No. 6 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring,as perIS code,etc. complete (with cement solvent joint / ring fit joint). for 75 mm dia PVC 4 kg per sqcm
6061
-
27.5
... More
for 90 mm dia PVC 4 kg per sqcm
94
-
34.1
... More
Item No. 7 Providing PVC specials @10% cost of pipe
1
-
87918
... More
Item No. 8 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-1 65 mm dia
5
-
4966
... More
80 mm dia
1
-
5132
... More
Item No. 9 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-1.6 65 mm dia
5
-
1376.1
... More
80 mm dia
1
-
1911.8
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Item No. 10 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. Note:- Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M)Size : 0.90 x 0.45 x 1.20 m.
6
-
10034.9
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Item No. 11 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
2151.42
-
92.4
... More
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.
161.59
-
6885.44
... More
Item No. 13 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. for 75 mm dia PVC 4 kg per sqcm
6.06
-
2729.1
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for 90 mm dia PVC 4 kg per sqcm
0.09
-
4093.1
... More
SUB WORK :FHTC Item 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) A) (With Road Crossing) For 15 mm Service connection
67
-
2382
... More
B) (Without Road Crossing) For 15 mm Service connection
67
-
1537
... More
Item No. 2 Shifting of existing household tap connection to newly laid distribution main including necessary excavations, saddle and required pipes of 15 mm dia. MDPE class etc. competeA) (With Road Crossing) For 15 mm Service connection
35
-
2382
... More
B) (Without Road Crossing) For 15 mm Service connection
34
-
1537
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