Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Aug 2022
Closing Date17 Sep 2022
Tender Amount₹ 52,10,346
Costs
EMD
₹ 52,103Document Cost
₹ 5,250Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SATAR_828744_3Bid Award Id
ViewTender No
ZPS/RWS/MLA/RE/2022 - 1st CallTender 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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Lift 0.00 to 1.50 M.
210.8
-
334.4
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Lift 1.50 to 3.00 M
195.2
-
364.1
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Lift 3.00 to 4.50 M
180.48
-
393.8
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Lift 4.50 to 6.00 M
159.29
-
423.5
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Lift 6.00 to 7.50 M
139.42
-
453.2
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Lift 7.50 to 9.00 M
120.87
-
482.9
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Lift 9.00 to 10.50 M
103.65
-
512.6
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Lift 10.50 to 11.25 M
45.61
-
542.3
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Item No: 3- Excavation in general in Hard materials comprising of of soft Rock, Hard Rock, Manjara Rock etc. by blasting in wet or dry condition for Head work i.e. intake well supplying well etc. for lift of 1.50 M. and lead 150 M including barricading guarding dispoing off surplus excavated stuff excluding refilling as directed etc
-
-
-
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Lift 11.25 to 12.00 M
41.56
-
993.3
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Lift 12.00 to 13.50 M
42.39
-
1024.1
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Lift 13.50 to 15.00 M
42.39
-
1054.9
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Item No: 4- Providing and laying insitu cement concrete of grade ( M-150 ) 1:2:4 of trap/ granite /quartizite/geniss metal for foundation and bedding including dewatering formwork compacting and curing etc.
3.09
-
6824.4
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Item No: 5- Providing & casting in situ R.C.C.M-300 of trap/ granite/quartizite/geniss metal for approved quality for R.C.C. work as per detailed drawing and designs or as directed by Engineer in charge including normal dewatering formwork compaction finishing the formed surface with C.M. 1:3 of sufficient thickness if special finish is to be provided & curing etc.
-
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-
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A ) R.C.C.Beam M-30
10.32
-
10434.6
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B) R.C.C.Vertical Wall M-30
60.62
-
11189.2
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Item No: 6- Providing & fixing in Position Tor / Mild steel bar reinforcement of various diameter for R.C.C. piles caps footings foundation slabs beams coloumns canopies stairacases newels chajjas lintels paradis coping fins arches etc.as per detailed drawing and schedules including cutting bending hooking the bars binding with wires or tack welding and suporting as required etc. ( including cost of binding wires )
6.03
-
106926.6
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Item No: 7- Providing Structural steel work in in single stanchions composed of R.S.J. Channels etc. with caps bases mild steel plates angles brackets cleats gusset plates anchor bolts etc. as per detailed design and draing or as directed including cutting fabricating hoisting erecting fixing in position making riveted/bolted/welded connections and one coat of anticorrosive paint and over it 2 coats of oils painting etc.
0.2
-
77018.7
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Item No: 8- Dewatering the excavated trenches and pools of water in well area by using pump and other devoces including disposing off water to distance etc
1500
-
84.7
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Item No: 9- Providing and fixing in position CI dapuri steps or 22 mm dia M.S. bar step with proper Anchorage etc. & providing and applying 3 coats of anticorrosive paint etc.
28
-
425.7
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Item No: 10- Providing and fixing 80 mm dia A.C./PVC pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc. with all leads and lifts
30
-
221.1
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Item No: 11- Refilling the trenches with available excavated stuff with soft materials first over pipeline & then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc.
662.99
-
92.4
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Item No: 12- Poviding U.C.R. masonaery for foundation and plinth in C.M. 1:6 including bailing outwater striking out joint etc.
1
-
5232.7
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SUBWORK NO.2 PUMPING MACHINERY
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-
-
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Item No.1 Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable fopr various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer'sdesign. Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump.
-
-
-
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10.00 HP Submersibale Pump 150 mm Dia.
2
-
48980.64
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Item No.2 :- GI Pipe B class 65 mm- Providing ISI mark GI Pipe of following class and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete
24
-
419
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Item No. 3 :- GI Bend B class 65 mm- Providing ISI mark GI Bend of following class and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete
2
-
253.68
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Item No. 4 :- L.T. Control Panel Board Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial of Various Panel Boards as per detailed specifications.
-
-
-
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1) GI sheet fabricated box for panel board 16 gauge1.6 mm
1.5
-
2716.8
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2) Self Locking arrangement
2
-
307.2
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3) Marine water proof plywood 12 mm
1.2
-
1610.4
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4) ELCB as per 40 Amp/2pole
2
-
2370
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5) Volt Meter
2
-
1572
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6) Ammiter
2
-
1639.2
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7) Capacitor polypropylene condenser (HP x 1.5)
2
-
355.08
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8) Pilot Lamp Set 3 lamp set
2
-
716.4
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9) D.O.L Starter up to 10.00 Hp
2
-
3171.12
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10) Triple pole clad / metal clad switch 32 Amp 7.50 HP
2
-
1590
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11) Iton meatclad change over switch 32 Amp
2
-
2485.2
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12) Earthing plate
1
-
5085.6
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Item No. 5:- Submersible cable -Submersible cable 3 core 10,00 Sq. mm
40
-
367.02
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SUBWORK NO.3 PUMP HOUSE
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-
-
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Item.No.1.Excavation for foundation /Pipe trenches in earth soil of all types sand gravel and soft Murum including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation & excluding back filling etc.
4.75
-
165
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Item.No.2.Providing and dry/ trap /granite / quartizite/ rubble stone soiling in 15 cm to 20 cm thick layers including hand packing competion etc.
1.5
-
1292.5
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Item.No.3..Providing and laying insitu cement concrete of grade ( M-150) 1:2:4 of trap/gtranite/ quartizite/ geniss metal for foundation and bedding including dewatering formwork compacting and curing etc.
0.65
-
6824.4
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Item.No.4.Providing and constructing UCR Masonary for foundation and plinth in CM 1;6 including bailing out water striking out joints etc.
3.69
-
5232.7
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Item.No.5.Filling in plinth and floors Murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc.
1.66
-
92.4
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Item.No.6.Providing and laying cement concrete flooring 40 with 1:2:4 cement concrete laid to proper level and slope including compactions filling joints curing etc
7.46
-
475.2
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Item.No.7.Providing and constructing 2nd class B.B. Masonary with conventional/I.S. type bricks in cement mortar 1:6 for superstructure including racking out joints and skriting joints where plastering to be done watering and scaffolding etc.
6.28
-
8327
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Item.No.8.Providing and laying in situ R.C.C. of trap/granite/quartizite/geniss metal for approved quality for R.C.C. work as per detailed drawing and designs or as directed by Engineer in charge including normal dewatering formwork compaction finishing the formed surface with C.M. 1:3 of sufficient thickness if special finish is to be provided and curing etc.( Excluding M.S. or Tor reinforcement )
-
-
-
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A) R.C.C. M-20 for Slab
0.61
-
10244.3
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B) R.C.C. M-20 for Beam & Lintels
0.95
-
9541.4
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C) R.C.C. M-20 for Chajjas
0.16
-
10200.3
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Item.No.9.Providing and fixing in Position Tor steel bar reinforcement of various diameter for R.C.C. piles caps footings foundation slabs beams coloumns canopies stairacases newels chajjas lintels paradis coping fins arches etc.as per detailed drawing and schedules including cutting bending hooking the bars binding with wires or tack welding and suporting as required etc. ( including cost of binding wires )
0.13
-
106926.6
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Item.No.10 Providing cement plaster 20 mm thick in two coats in cement mortar 1;3 without neeru finish to concrete bricks stone surface in all position including scaffolding and curing etc.
66.65
-
413.6
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Item.No.11.Providing and fixing Steel door single shutters of single sheet of 24 gauge as per type design etc.
1.62
-
2685.1
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Item.No.12.Providing and fixing steel window of various sizes as per detailed drawing with out hop dip zink coating without ventilators including fabricating with plain obscured glass all fixtures and fastening oil painting two coats etc.
1.08
-
4668.4
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Item.No.13. Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.
32.39
-
28.6
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Item.No.14.Providing and applying water proof cement paint of approved colour and shade to old and new surface in two coat including scaffolding preparing the surface ( excluding the primer coat )etc.
32.76
-
80.3
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SUBWORK NO.4 RISING MAIN
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-
-
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Item No: 1- Excavation for foundation /Pipe trenches in Following starta including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc.
-
-
-
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A) Soil
200.34
-
165
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B) Hard Murum
200.34
-
187
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C) Hard Murum & Boul.
166.95
-
211.2
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D) Soft Rock.
66.78
-
629.2
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E) Hard Rock.by Chiseling
33.39
-
1118.7
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Item No: 2- Providing supplying in standard length HDPE pipes conforming to IS 4984/14151/13488 with necessary jointing materials like mechanical connectors i.e. thread/ insert joint/quick release coupler joints including all taxes ( central and local ) transporation and freight charges inspection charges etc.
-
-
-
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A) 110 mm dia HDPE 10 Kg/Sq.Cm Pipes
1060
-
572
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Item No: 3- Lowering laying and jointing HDPE pipes in proper position including all special by compression fitting / electrofusion and butt fusion jointing procedure including hydrualic testing as per relevant IS code etc.
-
-
-
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A) 110 mm dia HDPE 10 Kg/Sq.Cm Pipes
1060
-
77
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Item No: 4- Providing & Supplying medium class P.V.C.Pipes / G.I. Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testing etc.
-
-
-
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A) 100 mm dia G.I.(M) Pipes
90
-
785
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Item No: 5- Lowering laying and jointing G.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc.
-
-
-
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A) 100 mm dia G.I. (M) Pipes
90
-
141.9
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Item No: 6- Providing Supplying & fixing Electro Fusion fitting in accordance with BS EN12201 Part- 3 for drinking water with in black / blue colour including inspection charges transportion etc. complete
-
-
-
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A) 110 mm HDPE Coupler
5
-
577
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B) 110 mm HDPE Tee
1
-
1957
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Item No: 7- Hydraulic teting of G.I. Pipes line to specified pressure including cost of all materials and labour and water for testing for the length up to 1 Km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipment etc.
-
-
-
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A) 110 mm dia HDPE 10 Kg/cm2 Pipes
1.06
-
8186.2
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B) 100 mm dia G.I. (M) Pipes
0.09
-
15007.3
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Item No: 8- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tsting etc
-
-
-
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A) 20 mm dia Air Valve
4
-
948.8
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B) 100 mm dia Non Return Valves
2
-
8212.8
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C) 100 mm dia Sluice Valves
1
-
9334.2
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Item No: 9- Providing and laying insitu cement concrete of grade ( M-150 ) 1:2:4 of trap/ granite /quartizite/geniss metal for foundation and bedding including dewatering formwork compacting and curing etc.
1.22
-
6824.4
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Item No: 10- Providing and fixig M.S.flanges as directed etc.
30
-
104.5
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Item No: 11- Supplying and erecting B class G.I. Bend & Tee in position with necessary materials etc.
-
-
-
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A) 100 mm dia G.I. Bend
2
-
738.54
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B) 100 mm dia G.I. Tee
1
-
946.62
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Item No: 11- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc.
661.06
-
92.4
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SUBWORK NO.5 RCC GSR Cap.40000 Liters
-
-
-
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Item No: 1- Desigining ( aesthetically ) and constructing R.C.C. Ground Service Reservoir in. M-300 mix of required capacity including excavation in all types of strata foundation concrete container walls bottom slab top R.C.C. roof slab/ordome 20 mm thick cement plaster with water proofing compound in C.M. 1:3 proportion to inside face of the all container including epoxy paint from inside including refilling and disposing of surplus staff within lead of 50 m all labour and materials charges for laying and jointing of pipe assembly for inlet outlet washout overflow and bye pass arragement consisting of C.I./M.I. pipes special and valves of given diameters providing and fixing accessories such as M.S.laster and outside C.I. manhole cover and frame wake top slab B.B.Masonary chamber for all valves ventiliating shafts. including giving satifactory hydraulic test and water lightness test as per I.S. code and providing three coat of cement paint to all expose surfaces of structural including roof surface etc. ( Capacity. 40000 Liters ) .
-
-
-
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RCC GSR Cap.40000 Liters
1
-
721572.8
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Item No: 2- Providing & Supplying medium class G.I.Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testing etc.
-
-
-
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150 mm dia G.I. Pipes
6
-
1257
... More
100 mm dia G.I. Pipes
6
-
785
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80 mm dia G.I. Pipes
6
-
551
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Item No: 3- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tsting etc
-
-
-
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A) 150 mm dia Sluice Valves
1
-
10251
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B) 100 mm dia Sluice Valves
1
-
6835
... More
B) 80 mm dia Sluice Valves
1
-
5132
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Item No: 4- Providing and fixing G.I. Pipe railing having 1.0 M height consisting 50*50*6 mm thick angles as verticals with 3 rows of 25 mm dia G.I. pipes of medium class etc.complete.
14.13
-
1007.6
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SUBWORK NO.6- DISTRIBUTION SYSTEM
-
-
-
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Item No: 1- Excavation for foundation /Pipe trenches in Following starta including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc.
-
-
-
... More
A) Soil
62.37
-
165
... More
B) Hard Murum
62.37
-
187
... More
C) Hard Murum & Boul.
51.98
-
211.2
... More
D) Soft Rock.
20.79
-
629.2
... More
E) Hard Rock.by Chiseling
10.4
-
1118.7
... More
Item No: 2- Providing supplying in standard length HDPE pipes conforming to IS 4984/14151/13488 with necessary jointing materials like mechanical connectors i.e. thread/ insert joint/quick release coupler joints including all taxes ( central and local ) transporation and freight charges inspection charges etc.
-
-
-
... More
A) 160 mm dia HDPE 6 Kg/Sq.Cm Pipes
330
-
790
... More
Item No: 3- Lowering laying and jointing HDPE pipes in proper position including all special by compression fitting / electrofusion and butt fusion jointing procedure including hydrualic testing as per relevant IS code etc.
-
-
-
... More
A) 160 mm dia HDPE 6 Kg/Sq.Cm Pipes
330
-
127.6
... More
Item No: 4- Providing & Supplying medium class P.V.C.Pipes / G.I. Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testing etc.
-
-
-
... More
A) 150 mm dia G.I.(M) Pipes
18
-
1257
... More
Item No: 5- Lowering laying and jointing G.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc.
-
-
-
... More
A) 150 mm dia G.I. (M) Pipes
18
-
158.4
... More
Item No: 6- Providing Supplying & fixing Electro Fusion fitting in accordance with BS EN12201 Part- 3 for drinking water with in black / blue colour including inspection charges transportion etc. complete
-
-
-
... More
A) 160 mm HDPE Coupler
2
-
1366
... More
B) 160 mm HDPE Tee
1
-
4680
... More
Item No: 7- Hydraulic teting of G.I. Pipes line to specified pressure including cost of all materials and labour and water for testing for the length up to 1 Km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipment etc.
-
-
-
... More
A) 160 mm dia HDPE 10 Kg/cm2 Pipes
0.33
-
13643.3
... More
B) 160 mm dia G.I. (M) Pipes
0.02
-
17736.4
... More
Item No: 8- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tsting etc
-
-
-
... More
A) 150 mm dia Sluice Valves
2
-
14178
... More
Item No: 9- Providing and fixig M.S.flanges as directed etc.
20
-
104.5
... More
Item No: 10- Supplying and erecting B class G.I. Bend & Tee in position with necessary materials etc.
-
-
-
... More
A) 150 mm dia G.I. Tee
2
-
1024.14
... More
Item No: 11- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc.
201.22
-
92.4
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SUBWORK NO.7 TRAIL RUN
-
-
-
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Item No: 1- Comissioning , running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel operator, valveman etc. as per requirement of the scheme and who should also administer chemical dose for a period of 1 month for regional scheme, together with training of personal 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 etc complete.
1
-
28868.4
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SUBWORK NO.8 NAME BOARD
-
-
-
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Item No 1 -Providing and fixing Information sign board of size 1.20 x 0.75 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground, red Retro reflective sheet Engineering grade, border / letters / numerals and arrow. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm. size as directed by Engineer-in-charge etc. complete.
1
-
10212.4
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SUBWORK NO.9 PROVIDING & MAKING HOUSEHOLD CONNECTION
-
-
-
... More
Item No-1 -Providing ,Installing,Giving,new 15mm Dia Household tap connection/Shifting of existing connection on new line including cost of all material such as Ferrule,bend,MDPE/UPVC/GI pipe Etc.including cost of all types of excavation by all means including cost of all labour etc.Complete
-
-
-
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With Road Crossing
-
-
-
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A) MDPE/UPVC Connection
25
-
3426.5
... More
B) GI pipe Connection
5
-
4107.4
... More
Without Road Crossing
-
-
-
... More
A) MDPE/UPVC Connection
50
-
2380.4
... More
B) GI pipe Connection
12
-
2801.7
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