Rural Development Department Tender
... More
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Rural Development Department - RDD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date24 Nov 2022
Closing Date13 Dec 2022
Tender Amount₹ 53,85,379
Costs
EMD
₹ 53,854Document Cost
₹ 5,250Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SATAR_853988_3Bid Award Id
ViewTender No
ZPS/RSW/JJMP/2022-1ST CALL AND RETENDERTender 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 0.00 to 1.50 M.
215.2
-
334.4
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Lift 1.50 to 3.00 M
205.1
-
364.1
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Lift 3.00 to 4.50 M
180.7
-
393.8
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Lift 4.50 to 6.00 M.
165.15
-
423.5
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Lift 6.00 to 7.50 M.
145.9
-
453.2
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Lift 7.50 to 9.00 M
126.91
-
482.9
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Lift 9.00 to 10.50 M
109.25
-
512.6
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Lift 10.50 to 12.00 M.
57.58
-
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 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.
-
-
-
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P.C.C. 1:2:4 M-15
3.68
-
6824.4
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Item No: 5 - Providing & casting in situ R.C.C.M-200 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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A) R.C.C.Beam M-300
12.63
-
10434.6
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B) R.C.C.Vertical Wall M-300
80.8
-
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 )
6.46
-
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.
27
-
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
12
-
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.
731.87
-
92.4
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Item No: 12 - Providing uncoursed rubble masonary of trap, stone in CM 1:6 in foundation & plinth including raking out joints when plaster is to be done striking joints when plaster is not to be done etc.
1
-
5527.5
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2) SUB WORK:- RISING MAIN
-
-
-
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Item No: 1- Excavation for foundation /Pipe trenches in Hard 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 and excluding back filling etc.
-
-
-
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A) Soil
251.1
-
165
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B) Hard Murum
209.25
-
187
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C) Hard Murum & Boul
209.25
-
211.2
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D) Soft Rock
83.7
-
629
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E) Hard Rock
83.7
-
830.5
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Item No: 2- Providing & Supplying medium class HDPE/G.I/PVC 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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90 mm dia HDPE 6 kg/sqcm Pipes
1550
-
244
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80 mm dia G.I.Pipes
42
-
689
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Item No: 3- Lowering laying and jointing P.V.C.Pipes / G.I. / H.D.P.E Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc.
-
-
-
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90 mm dia HDPE 6 kg/sqcm Pipes
1550
-
73.7
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80 mm dia G.I.Pipes
240
-
129.8
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Item No: 4- 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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90 mm dia HDPE 6 kg/sqcm Pipes
1.55
-
8186.2
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80 mm dia G.I.Pipes
0.24
-
13643.3
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Item No: 5- 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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20 mm dia Air Valves
1
-
948.8
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80 mm dia Non Return Valves
2
-
6003.8
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80 mm dia Sluice Valves
1
-
7043.8
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Item No: 6- Providing and fixing C.I. road box includingloading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.
-
-
-
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225 mm x 300 mm (40 kg)
1
-
3347.3
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Item No: 7- 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.
832.17
-
92.4
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4) Sub Work :- Pumping Machinary for Supply Well in Malusarwadi
-
-
-
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Item No. 1 :- Submersible Pumpset
-
-
-
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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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-
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7.50 HP Submersibale Pump 150 mm dia.
2
-
44413.5
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Item No.2 :- GI Pipe B class 80 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 (IS- 1239-2004)
30
-
689
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Item No.3 :- Supplying and erecting B class G.I. Bend and G.I. Tee in position with necessary materials etc.
4
-
471.3
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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
2.04
-
2716.8
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2) Self Locking arrangement
2
-
307.2
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3) Marine water proof plywood 12 mm
0.54
-
1610.4
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4) ELCB as per 16/25 Amp 2 pole
2
-
2242.8
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5) Volt Meter
2
-
1572
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6) Ammiter
2
-
1689.2
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7) Pilot Lamp Set 3 lamp set
2
-
206.4
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8) D.O.L Starter up to 7.50 H.P
2
-
1911.9
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9) Earthing plate
1
-
5085.6
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Item No. 5:- Submersible cable -Submersible cable 3 core 6.00 Sq.mm conductor cable
40
-
339.6
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4) SUB WORK - REPAIRS TO G.S.R
-
-
-
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Item No: 1- 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.
1.61
-
6824.4
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Item No:2- Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete.
41.82
-
57.2
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Item No: 3- Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 Kilogram per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
41.82
-
702.9
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Item No: 6 - Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx,
VOC’s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 Kilogram/15 l). plaster crack
should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer
Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist
42.48
-
409.2
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5) H.D.P. CONTAINER WITH ELEVATED STAND IN MOREWASTI
-
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-
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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)
0.61
-
165
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Item No: 2- Providing and laying in situ Cement Concrete M-10 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
0.73
-
6824.4
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Item No: 3- Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete
0.55
-
82079.8
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Item No: 4- Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. comple (only Supply)
3.24
-
444.4
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Item No: 5- 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)
0.32
-
6824.4
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Item No: 6 - 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
-
14.3
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6) SUB WORK:- REPAIRS & EXTENSION TO DISTRIBUTION SYSTEM
-
-
-
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Item No: 1- Dismentling dead pipe line of G.I. Pipes including cost of necessary execavation of trenches breaking joints. Lirting the pipes and stacking to the place as directed including the surface etc. complected
-
-
-
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40 mm dia (M) G.I. Pipes
228
-
68.2
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50 mm dia (M) G.I. Pipes
648
-
79.2
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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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40 mm dia (M) G.I. Pipes
114
-
299
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50 mm dia (M) G.I. Pipes
324
-
413
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Item No: 3- 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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40 mm dia (M) G.I. Pipes
228
-
68.2
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50 mm dia (M) G.I. Pipes
648
-
79.2
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Item No: 4 - Supplying and erecting B class G.I. Bend & Tee in position with necessary materials etc.
-
-
-
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40 mm dia G.I. Coupler
9
-
107.64
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40 mm dia G.I. Union
4
-
250.44
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50 mm dia G.I. Coupler
17
-
166.8
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50 mm dia G.I. Union
9
-
371.82
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Item No: 5- 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
268.25
-
165
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B) Hard Murum
268.25
-
187
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C) Hard Murum & Boul.
223.54
-
211.2
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D) Soft Rock.
89.42
-
629.2
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E) Hard Rock
44.71
-
830.5
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Item No: 6- 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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90 mm dia HDPE 6 Kg/Sq.cm Pipes
330
-
244
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75 mm dia HDPE 6 Kg/Sq.cm Pipes
400
-
172
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63 mm dia HDPE 6 Kg/Sq.cm Pipes
960
-
124
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50 mm dia MDPE Pipes
50
-
124
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32 mm dia MDPE Pipes
200
-
56
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Item No: 7- Lowering laying and jointing HDPE/MDPE 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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90 mm dia HDPE 6 Kg/Sq.cm Pipes
330
-
73.7
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75 mm dia HDPE 6 Kg/Sq.cm Pipes
400
-
52.8
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63 mm dia HDPE 6 Kg/Sq.cm Pipes
960
-
49.5
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50 mm dia MDPE Pipes
50
-
40.7
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32 mm dia MDPE Pipes
200
-
25.3
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Item No: 8- 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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90 mm dia HDPE Coupler
2
-
415
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75 mm dia HDPE Coupler
8
-
379
... More
63 mm dia HDPE Coupler
16
-
224
... More
50 mm dia MDPE Coupler
1
-
188
... More
32 mm dia MDPE Coupler
9
-
87
... More
90 mm dia HDPE Tee
1
-
1409
... More
75 mm dia HDPE Tee
3
-
988
... More
63 mm dia HDPE Tee
3
-
674
... More
50 mm dia MDPE Tee
1
-
412
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32 mm dia MDPE Tee
2
-
183
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Reducer 90 X 75
2
-
502
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Reducer 75 X 63
3
-
451
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Reducer 63 X 50
1
-
199
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Reducer 50 X 32
1
-
165
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End Cap 75 mm
1
-
284
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End Cap 63 mm
2
-
77
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End Cap 50 mm
1
-
58
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End Cap 32 mm
16
-
51
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Item No: 9- 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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90 mm dia HDPE 6 Kg/cm2 Pipes
0.33
-
8186.2
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75 mm dia HDPE 6 Kg/cm2 Pipes
0.4
-
5457.1
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63 mm dia HDPE 6 Kg/cm2 Pipes
0.96
-
5457.1
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50 mm dia MDPE Pipes PN-16
0.05
-
4093.1
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32 mm dia MDPE Pipes PN-16
0.2
-
4093.1
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40 mm dia (M) G.I. Pipes
0.23
-
6822.2
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50 mm dia (M) G.I. Pipes
0.65
-
8186.2
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Item No: 10- 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) 100 mm dia Sluice Valves
1
-
9334.2
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B) 80 mm dia Sluice Valves
1
-
7043.8
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A) 65 mm dia Sluice Valves
1
-
6342.1
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B) 50 mm dia Sluice Valves
3
-
5114.3
... More
Item No: 11 - Providing and fixing screw down for 25 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete.
-
-
-
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50 mm dia wheeled stop tap of brass
3
-
2192.3
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40 mm dia wheeled stop tap of brass
2
-
965.8
... More
Item No: 12- Providing and Fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing etc. complete.
-
-
-
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C.I.Road Box 225 x 300
2
-
3347.3
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C.I.Road Box 100 x 225
4
-
1698.4
... More
Item No: 13- 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.
1.8
-
6840.4
... More
Item No: 14- 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.
887.04
-
92.4
... More
9) SUB WORK :- FUNCTIONAL HOUSEHOLD TAP CONNECTIONS
-
-
-
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Item No :1 - Providing, Installing, Giving new 15 mm Dia Household tap connection/Shifting of existing connection on new line including cost of all material such as Saddle, 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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MDPE/UPVC Connection
18
-
3426.5
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GI pipe Connection
23
-
4107.4
... More
Without Road Crossing
-
-
-
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MDPE/UPVC Connection
40
-
2380.4
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GI pipe Connection
48
-
2801.7
... More
8) SUB WORK:- TRIAL 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.
For Single Village (One Month)
1
-
28868
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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
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