Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date23 Jun 2021
Closing Date29 Jun 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RATNA_698332_1Bid Award Id
ViewTender No
RWSD E TENDER MSS/31/2021-22Tender 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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.Lift 1.50 to 3.00 M
36.06
-
311.3
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.Lift 3.00 to 4.50 M
28.05
-
337.7
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.Lift 4.50 to 6.0 m
14.14
-
364.1
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Item No.2:-Excavation ingeneralin hard material comprisingofsoftrock,hard rock, Manjara rock, etc, byblasting / controlledblasting/chisellingas required inwet ordryconditionforHeadWorksi.e.IntakeWell, Connecting Pipe, JackWell, PumpHouse, Supply Well,etc.for lift 0to 1.5 Mand lead of 150 M including baricading, guarding, disposingoff surplus excavated stuff within aradiusof 0.5km. asdirectedby Engineer-in-charge, excluding refilling.
1
-
-
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.Lift 0.00 to 1.50 M (631+10%)
50.37
-
694.1
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.Lift 1.50 to 3.00 M
54.09
-
720.5
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.Lift 3.00 to 4.50 M
52.09
-
746.9
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Lift 4.50 to 6.00 M
56.58
-
773.3
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Lift 6.00 to 7.50.00 M
61.89
-
799.7
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Lift 7.50 to 9.00m
29.44
-
826.1
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Lift 9.0 to 10.50m
29.44
-
852.5
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Item No.3:-Providing and laying in situ, folling grad of C.C. trap / granite / gneiss metal for foundation and bedding including dewatering form work compacting and curing, finishing, etc. complate. CC M 15
4.64
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5748.32
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Item no.4:-Providing and casting in situ C.C. of trap / granite / quartzite / gneiss metal of approved quality for R.C.C. work as per detailed drawings and design or as directed by Engineer in charge including normal dewatering, centring, ply wood form work, bully / steel propups compaction finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface where ever necessary or roughening if special finish to be provided and curing etc. complete.
1
-
-
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A)Beam C.C. 1:1:3 (M-200)
3.02
-
6739.04
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B)Wall C.C. 1:1:3 (M-200)
30.73
-
8580.44
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Item no.5:-Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. piles, caps,footings,foundations,slabs,beams, columns, canopies,staircase,newels,chajjas,lintel, pardi copin, finearches etc.as per designs,drawing and schedule including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete.(including cost of binding wire.)
1.69
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61548.3
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Item No.6:- Providing and fixing 80 mm dia A.C/ P.V.C.pipe hole at 1.5 m c/c staggered including cost of all material and labor involved with all leads and lifts etc. complete with all lead and lift.
7.2
-
229.9
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Item No.7:-Dewatering the excavated trenchesand pools of water in building trenches / pipe line trenches, well works by using pumps and other divices including disposing off water to safe distance as directed by Engineer-in charge(including cost of machinery, labor, fuel) etc complete(64+10%For hilly area)
800
-
77
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Item No8-Refilling the excavated trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm thick layer with all lead and lift including consolidation srcharging etc. com.
174.88
-
80.3
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Item No.9:-Providing and fixing in position C.I Dapori type step or 22 mm dia. M.S. bar step with proper anchorage, .etc. complate .and providing and applying 3 coats of anticorrosive paint etc.complete .as directed by Engineer in charge
19
-
438.9
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Item No.16:-Providing and making name plate of the village and local body such as zilla parishad and gram panchayat in BOLD latters as per spcified MJP DSR with construction of year and population as directed by engineer in charge..etc complete.
1
-
2000
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Sub Estimate No.2:- Pump with Water tank
1
-
-
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Item No.1:- Providing erecting giving testof submersible pump set conforming to IS 8034 and moter coforming to IS 9283 with water proof winding, pump shall be sutaible for verious delivery head and discharge with stainless steel shaft, moter sutaible for working on 415v + 10% 3oh 50Hz A.C. supply, with cable guard, thrust carben/ fiber bearing to stand entire hydrolic thrust, The pump set shall be sutaible for direct coupling with sutaible suction stiner pump should have sutaible discharge out let as per manufacture design. Antithrust stream lined non return valve shall be provide with the pump. 3m submersible copper coundctor cable in single/ double run and 2 pairs of sutaible size clamp 10mm thck shall be provided with each pmp.
1
-
15977
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Item No.2:-Providing and erecting commissioning & testing of floor mounting type L.T. panel board (skeleton type) box type as per detailed specification ...etc complete.
1
-
14684
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Item No.3:-Providing and supplying ISI mark Sluice valve valve (non return valves) of following dia including all taxes (local and central), railway fright, octroi, inspection charges,un loding from raiway wagon, loading in to truck, transport up to departmental store/ site, unloding, stacking etc. complate.Reflux valve as per IS-5312 part-I (1984)
1
-
-
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50 mmdia Non return valve-1.0
2
-
3923
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25mm Dia Air Valve
2
-
985
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Item No.4:-lowering laying and jointing in position following C.I.D/FReflux valve,Butterfly valve and Sluice valve including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete.(rate for all class of valve)
1
-
-
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50 mmdia Non return valve-1.0
2
-
832.7
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25mm Dia Air Valve
2
-
217.8
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Item No.5 :-Providing installing and testing earthling arrangement to the installation of motor L.T.panel board starter...etc complete.as per detailed specification
1
-
1311.45
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Item No6 :- Providing installing and commis-sioning with test and trail internal Electrification's arrangement with suitable size wire laying in P.V.C. conduct with piano type button fixed on sunmica board twofloacent tube in side and two out side with one plug and 16 amp. switch ...etc
1
-
3000
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Item No.7:-Providing & supplying in standard length HDPE pipes confirming ti IS 4984 /14151/12786/13488 with necessary jointing material like mechanical connector in all respect in cluding inspection charges transportation to store etc complete 63mm HDPE 8kg/cm2 pipe
300
-
110
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Item No8:Lowering, Laying and Jointing HDPE pipes following class & diameter including conveyance from store to site of work all labour etc complete either underground or in vertical position as directed by Engineer in charge 63mm HDPE 8kg/cm2 pipe
300
-
45.1
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Item No.9 :-Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means
98.85
-
160.6
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Item No.10 :-Excavation for foundation in H.R. by Blasting including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means
10.98
-
749.1
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Item No.11 :-Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)
0.4
-
5748.32
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Item No.12:-Providing laterite stone masonry in CM1:6 in foundation & plinth including scaffolding etc complete
1.58
-
5892.7
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Item No.13 :-Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.
108.47
-
80.3
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Item No14:-Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres
5000
-
12.1
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Sub Estimate No.3- Distribution System
1
-
-
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Item No.1:-Providing double flanged sluice valve confirming for IS2906/14846 including worn gear arrangement as per test pressure stanless steel spindal, cap including all taxes transportation etc. coplete.
1
-
-
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50 mm dia. Sluice valvePn-1
2
-
3923
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Item No.2:-lowering laying and jointing in position following C.I.D/FReflux valve,Butterfly valve and Sluice valve including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete.(rate for all class of valve)
1
-
-
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50 mm dia. Sluice valvePn-1
2
-
832.7
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Item No.3:-Providing & supplying in standard length HDPE pipes confirming ti IS 4984 /14151/12786/13488 with necessary jointing material like mechanical connector in all respect in cluding inspection charges transportation to store etc complete 63mm HDPE 6kg/cm2 pipe
200
-
87
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Item No4:Lowering, Laying and Jointing HDPE pipes following class & diameter including conveyance from store to site of work all labour etc complete either underground or in vertical position as directed by Engineer in charge 63mm HDPE 6kg/cm2 pipe
200
-
45.1
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Item No.5 :-Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means
68.4
-
160.6
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Item No.6 :-Excavation for foundation in H.R. by Blasting including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means
3.6
-
749.1
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Item No7-Refilling the excavated trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm thick layer with all lead and lift including consolidation srcharging etc. complate.
71.38
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80.3
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Sub Estimate No.4 :- Electrification
1
-
-
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Item no:-1 Making necessary provision for Electric supply at site of work by providing and erecting necessary electric pole wire including all material and labour charges and test certificate etc. complete.
1
-
10000
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GST
1
-
127390
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