Rural Development Department Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date11 Oct 2022
Closing Date21 Oct 2022
Tender Amount₹ 55,89,202
Costs
EMD
₹ 55,892Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_KOLHA_842185_1Bid Award Id
ViewTender No
570/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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) in RCC M-200.Raft
3.94
-
8049.8
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.
0.89
-
82079.8
Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti- corrosive paint, etc. complete as directed by Engineer-in-charge.
3
-
1642.3
Providing and fixing M.S. grill door 24 kg/sqm of various size as per detailed drawing without hot dip coating iron fixtures and fastening and 3 coats of oil painting etc.
1.62
-
3336.3
Providing and fixing Indian teak wood planking plained oil both sides tounged and grooved including scaffolding if necessary and one coat of primer etc.complete.
3.75
-
6861.8
Providing & Fixing G.I. sheet 0.8mm (22 gauge) to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, rivetting etc. and painting with one coat of red lead paint and 2 coats of enamel paint.
20.72
-
1146.2
Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
14.9
-
1007.6
Subwork No. 2 :- Over Head Switch Room
Excavation in general soft material comprising of soil in soft murum sand hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connection Pipe, Jackwell Pump House, Supply Well etc. for Lift 0 to 1.5M. & Lead of 150M. including barricadding, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.
PCC Below Beam in C.C. M - 150
5.4
-
165
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.
0.68
-
6824.4
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) in RCC M-200.
RCC for Footings in C.C. M - 20
1.3
-
8049.8
RCC for Columns in C.C. M - 20
0.9
-
9696.5
RCC for Beam in C.C. M - 20
1.29
-
9541.4
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) in RCC M-250.
a) For Slab, (M-20)
1.2
-
10244.3
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).
1
-
106926.6
Providing Iind class B B masonry with conventional bricks in 1:6 C. M. of following proportion in super structure including stricking out joints and raking out joints watering and scaffolding etc. complete.
In CM 1:6
3.23
-
8327
Providing sand faced plaster externally in cement mortar using approved screened sand, in allpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg 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.
12.56
-
658.9
Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete.
9.76
-
402.6
Providing and laying rough shahabad stone flooring 25 to 30 mm thick and of requied width in plain and diamond pattern on bed of 1:6 cm. including cement float ,striking joints cementmortor in cm 1:3 curing and cleaning etc. complete.
2.25
-
763.4
Providing and fixing steel window of various sizes as per detailed drawings without dip zing coating ,without venitlators including fabrication, glazing with plain / obscurred glass panels of approved type and quality ,iron oxidised fixtures and fastenings finishing with oil painting 2 coats etc.(with guard bars 12 mm square at 10 cm c/c) complete.
2.88
-
4933.5
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)
2
-
4741
Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary ,cleaning and preparing the surface watering for two days, etc. complete.
12.56
-
81.4
Providing and applying washable oil bond distemper of approved colour and shade to old / new sufaces, including scaffolding, preparing the surface ( excluding the priming coat ) etc.complete.
10.56
-
47.3
Subwork No. 3 - Pumping Machinery( Pure water)
Providing erecting and giving test of 150 mm dia. Submersible Pump sets conforming to IS 8034/76 and motor conforming to IS9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller.Motor suitable for working on 415 V+10%, 3Ph,50 Hz., A.C. supply with Cable guard, water lubricated bearings to entire hydraulic thrust, waterproof winding shall be provided. The pump set shall be suitable for direct coupled to the motor Pump shall have suitable outlet as per manufactures design. Suitable suction strainer shall also be provided, 3 core, single/double run copper conductor submersible type flat cable 3m shall be provided along with the pump 5.00 HP 12 Stage (150 mm dia.) Discharge 6156 LPH. Total Head 60.00 M.
2
-
34843.68
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 80 mm dia GI Pipe Medium
36
-
694.44
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.
75
-
104.5
Suppying & erecting flat flexible 3 core PVC sheathed submersiable type copper cable suitable clampped at fixed intercals with cable clips on drop pipe as comp.( 3 core 6 sqmm.)
360
-
254.1
Supplying and erecting panel board this includes following items.(1) Triple pole switch, (2) water level guard,(3) Voltmeter,(4) Amperemeter,(5) Sets of pilot lamp,(6) Starter DOL/Star Delta,(7) Capacitor,(8) Sector Switch,(9) Earth Leakage Circuit Breaker(ELCB),(10) M.S. Sheet Box,(11) T.W. planks,(12)Iron panel board, (13) G.I. sheet caution board,(14) self lock etc.complete.
1
-
48630
Supplying and erecting Galvanized cast iron earth plate size 60X60X0.60 cm. Buried in specifically prepared earth pit (top edge of the plate 1.50 m. below ground level) refilling with 30 Kg charcoal and salt in alternate layers, necessary length of double G.I.earth strip connected to the plate with cadmium plate G.I. nut bolts 12 mm. Dia. With bituminous compound and connected to the nearest switch gear end socket as per direction and duly tested by earth tester and recording the results, supplying and erecting 19 mm. dia. Vertical G.I. pipe 1.5 M. long with funnel and mesh at top is included in the scope of work.
1
-
4449.9
Providing cable jointing kit with cable jointing compound and materials for various size cables from 1.5 mm. to 35 mm. cable soldering etc. complete. For requirement of cable of size 300 mm. and above single core cable shall preferably be used.
4
-
2136.75
Providing, supplying and erecting triple super type chain pully block suitable for capacity 1.00 MT with 6.00 M lift complete with load chain & hand chain ,tested to 50 % load as per I.S.3832 carring ISI mark
1
-
12107.28
Subwork No. 4 :-Strengthening of RCC Supply well
Desilting the supply well, intake well , sump of water supply / sewerage work etc. in wet or dry condition including lifts up to 9 m and lead up to 150 m as required beyond the work site , stacking , spreading including necessary guarding etc. complete. as directed by Engineer in charge.
Lift 00 TO 1.50 M
26.56
-
818.4
Lift 1.50 - 3.00M
26.56
-
845.9
Excavation in general hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connection Pipe, Jackwell Pump House, Supply Well etc. for Lift 0 to 1.5M. & Lead of 150M. including barricadding, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge,etc. complete excluding refilling.
a) For Nalla or GSDA certificate for initial lift 0 to 1.5M. Lift 3.00 - 4.50 m
26.57
-
839.3
Lift 4.50 - 6.00 m
26.57
-
870.1
Providing and fixing in position M.S.ladder 0.50 M wide consisting of 75 X 10 mm MS flats as stringers and 16mm dia. MS bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti-corresive paint, etc. complete as directed by Engineer-in-Charge.
28
-
1642.3
Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete.
1000
-
84.7
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. PCC Below Beam in C.C. M - 150
1.56
-
6824.4
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) in RCC M-250
RCC for Beam in C.C. M - 25
2.35
-
10164
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) in RCC M-200.
a) For wall, (M-20)
30.8
-
10901
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).
2.99
-
106926.6
Providing structural steel work in single stanchions composed of RSJ, channel,etc. with caps, bases, mild steel plates,angles, brackets, cleats, gusset plates,
anchor bolts, etc. as per detailed design and drawing or as directed by Engineer in charge including cutting, fabrication,hoisting, erecting, fixing in position,making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete..
0.84
-
82079.8
Sub Work No 5 - Rising Main
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.
47.25
-
165
Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.,
63
-
211.2
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 area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
94.5
-
629.2
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial 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.
110.25
-
1118.7
Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.
47.25
-
92.4
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 10786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. Working Pressure 90 mm dia. HDPE Pipe 6 Kg / sqm/cm.
450
-
244
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. Complete as per IS-1239/2004.
80 mm dia GI Pipe Medium
24
-
551
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 PN 1 .
2
-
5132
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. 80 mm Non Return Valve PN-1
2
-
4092
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete. 40 mm dia Pressure Relief valves Type - PN - 1
1
-
5179
Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type 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. 25 mm Dia. PN - 1 Single ball
6
-
1054
Lowering, Laying and Jointing H. D. P. E. pipes by heating to the ends of pipes with the help of tefflon coated electric mirror / heater to the required temparature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. The pressing may be required to be done with Jacks/ Hydraulic Jacks/Butt fusion machine etc. complete with all materials labours as directed by Engineer - in - charge. to be corrected
90 MM DIA 6 KG HDPE PIPE
450
-
81.89
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 Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 65 mm dia 80 mm dia GI Pipe Medium
24
-
143.44
Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves) 80 mm dia .
4
-
2125.2
Lowering, laying and fixing in proper aligement and position all types of C.I. Air Valves as directed by engg.in charge including cost of conveyance from stores site of work cost of material and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves). Type - PN - 1 25 mm dia. Single Ball
6
-
239.8
Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including all cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.). 40 mm dia.
6
-
363
Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
264.89
-
92.4
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.) .
6
-
6135.8
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.
2.06
-
6824.4
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make)from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.
75
-
104.5
Providing and supplying of Electro Fusion Fittings in accordance with BNS EN12201 Part-3 suitable for drinking water with in black/blue colour manufactur-ed from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be inclusive of all cost such as testing, all the taxes related to central, state & municipal, inspection charges, transportion, insurance, loading, unloading, stacking etc, complete. Coupler
90 mm
15
-
415
End cap
90 mm
6
-
323
Tee
90 mm
4
-
1409
Elbow 45 degree
90 mm
5
-
408
LNPE ( Tail Pieces)
90 mm
10
-
529
Subwork No 6 :- Distribution system
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.
225.75
-
165
Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.,
225.75
-
211.2
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 area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
451.5
-
629.2
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial 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.
602
-
1118.7
Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.
225.75
-
92.4
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 10786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. 90 mm dia HDPE 6 Kg/cm2
700
-
244
75 mm dia HDPE 6 Kg/cm2
1450
-
172
Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect in- cluding inspection charges, transportation to stores, etc. complete
80 mm dia GI Pipe Medium
12
-
551
65 mm dia GI Pipe Medium
6
-
419
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 PN 1 .
10
-
5132
65 mm dia PN 1
6
-
4966
Lowering, Laying and Jointing H. D. P. E. pipes by heating to the ends of pipes with the help of tefflon coated electric mirror / heater to the required temparature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. The pressing may be required to be done with Jacks/ Hydraulic Jacks/Butt fusion machine etc. complete with all materials labours as directed by Engineer - in - charge. to be corrected
90 mm dia HDPE 6 Kg/cm2
700
-
81.89
75 mm dia HDPE 6 Kg/cm2
1450
-
58.26
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 Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 80 mm dia GI Pipe Medium
12
-
143.44
65 mm dia GI Pipe Medium
6
-
127.78
Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete Giving satisfactory Hydraulic testing of following C.I.D./F Reflux valves,Butterfly valves and Sluice Valves.(Rate for all class of valves).
80 mm dia PN 1
10
-
2125.2
65 mm dia PN 1
6
-
1530.1
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. For Casing Collar joints class NP - III, 200 mm
18
-
455
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by Engineer-in-charge (For all class of pipes.) Collar joints class NP - III, 200 mm
18
-
141.9
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 0.90 x 0.60 m internal size depth upto 1.2 m with precast RCC slab cover
3
-
11686.4
Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.
100 mm x 225 mm (20 kg)
16
-
1698.4
Providing & laying in situ M-150 grade of CC of trap/granite/quartzite/gneiss metal for foundation & bedding including bailing out water ,formwork compacting & curing finishing etc. complete.
2
-
6824.4
Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
1268.38
-
92.4
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make)from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.
250
-
104.5
Providing and supplying of Electro Fusion Fittings in accordance with BNS EN12201 Part-3 suitable for drinking water with in black/blue colour manufactur-ed from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be inclusive of all cost such as testing, all the taxes related to central, state & municipal, inspection charges, transportion, insurance, loading, unloading, stacking etc, complete. Coupler
90 mm
25
-
415
End cap
90 mm
9
-
323
Tee
90 mm
8
-
1409
Elbow 45 degree
90 mm
8
-
408
LNPE ( Tail Pieces)
90 mm
6
-
529
Coupler
75 mm
12
-
379
End cap
75 mm
8
-
284
Tee
75 mm
5
-
988
Elbow 45 degree
75 mm
5
-
346
LNPE ( Tail Pieces)
75 mm
6
-
421
Sub Work No.7 :- Solar System Power Plant- 5 KWP
PART - A SOLAR POWER PLANT FOR WATER SUPPLY SCHEME 8 kW
Supplying, installing, testing and commissioning of 8 kWp capacity on grid solar power pack with GI mounting structure. The above benchmark cost includes cost of solar pv panels (with 335 W cells) AC:DC 1:1 Ratio inverter (Single phase ) balance of system eg.cables,switches / circuit breakers / connectors /junction box, mounting sturctue earthing, lightning arrestor ,civil works,installation and commisioning CMC for five yrs transportation insurance applicable taxes etc. The above cost are excluding of net metering and battery back up cost.- Benchmark cost for Grid Connected Roof-top Photo-voltic Systems for financial year 2021-22 dt-27/10/21
8
-
40991
Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months history of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.
1
-
14556.15
Supplying and erecting LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3x240V,50 Hz with optical & RS 232 port, backlit LCD, measures & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs.
1
-
8009.4
Supplying, erecting & terminating XLPE armoured cable 3 core 4 sq. mm. copper conductor continuous 5.48 sq.mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
100
-
447
PART - B FOUNDATION for solar unit System 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).
3
-
165
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-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259)
3
-
629.2
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) b) In PCC M-150
0.6
-
6824.4
For structure Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of baysas specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tierunners, foundation bolts, baseplates, nutsand bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge.
1.06
-
82079.8
For structure Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of baysas specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tierunners, foundation bolts, baseplates, nutsand bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge.
20
-
1007.6
Subwork No 8 :- RUNNING THE SCHEME (FOR ONE MONTH)
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 3 months 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.
Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.
a) For single village ( One Month ).
1
-
28868
Add GST 18%
1
-
852590.09
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements