Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date31 May 2022
Closing Date7 Jun 2022
Tender Amount₹ 1,68,28,394
Costs
EMD
₹ 1,46,461Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KOLHA_803731_1Bid Award Id
ViewTender No
369/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps taxes transportation levied by GOI & GOM in all respect etc.complete Without by pass arrangement - PN -1 A)150 mm dia sluice valves
1
-
10251
B)100 mm dia sluice valves
1
-
6835
Providing and supplying ISI mark Cl D/Freflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per l.S.5312 Part I (1984)
A) 10 mm Non Return Valve
1
-
9876
Providing and supplying C.I. D/F angle 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.
A) 80 mm Pressure relief valve
1
-
10171
Providing and supplying Air Valves as per IS-14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.
A) 65 mm dia Air Valve double ball
1
-
6826
B) Labour Section-
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum including removing the excavated the excavated material upto a distance of 50m. and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding etc. complete.
99.56
-
165
Excavation forfoundation / pipe trenches in hard murum and boulders, W. B. M. road including removing the excavated material upto a distance of 50m. and lifts as below stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.
99.56
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and time masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lift as below, stacking as directed by Engineer In Charge. Normal dewatering, preparing the bed for foundation and excluding backfilling etc. compete
232.31
-
629.2
Excavation for foundation /pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and leveling the bed, removing the excavated material upto a distance of 50 m. beyond the area and lifts as below; stacking as directed, normal dewatering, excluding backfilling etc. complete.
265.5
-
1118.7
Lowering. Laying and Jointing H. D. P. E. /M. D. P. E. in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
A) 140 mm dia.6 kg /sqcm.
885
-
117.7
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
99.56
-
92.4
Lowering, laying and jointing in position following C.l.D/F Reflex valves. Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
A) 150 mm Sluice Valve
2
-
4363.7
B) 100 mm Sluice Valve
1
-
2776.4
Lowering, laying, and fixing in proper alignment and position all of C.I. D/F angle type spring loaded pressure relief valves including 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.)
80 mm Pressuer relief valve
1
-
502.7
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.( Note: Wall thickness As above of 0.60 x 0.90 M internal Size
3
-
11686.4
Providing and laying in situ C.C. 1:2:4 of trap/ granite/ quartzite I gneiss metal for foundation and bedding including dewatering, fromwork,compaction,curing fining etc complete.
PCC M 15
27.35
-
6204
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharaina etc. complete.
525
-
92.4
Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position
A) 140 mm dia. 6 kg/cm2
0.89
-
13643.3
Providing and fixing in position air valve shaft including providing and fixing GI medium class or 6mm thick MS pipe shaft 2.70m. Long over branch flange of air valve tee, providing PCC block of M150 concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M150 together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee etc. complete as per type design and directed by Engineer-in-charge.
A) Foundation on murum and hard strata
upto 150 mm
1
-
6135.8
Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc.complete. (for all class of valves)
i) 65mm Dia. Double Ball air valve PN-1
1
-
422.4
Sub Work No.2 :- Distribution System
A) Material Section:-
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges,
conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
A) 200 mm dia. 6 kg /sqcm.
390
-
1166
B) 140 mm dia. PE - 6 kg /sqcm.
513
-
610
C) 125 mm dia.6 kg /sqcm.
414
-
485
D) 110 mm dia. 6 kg /sqcm.
392
-
354
E) 90 mm dia. 6 kg /sqcm.
935
-
244
F) 75 mm dia. 6 kg /sqcm.
9085
-
172
Providing ISI mark G.I.pipes of following class and dia. excluding GST levied by GOI & GOM in all respect,inspection charges,transportation to stores,etc.complete as per IS-1239/2004.
Note: One coupler shall be provided with each full length of pipe cost of which is included in rates below A) 80 mm dia. GI pipe
30
-
551
B) 100 mm dia. GI pipe
30
-
785
C) 125 mm dia. GI pipe
30
-
1069
D) 150 mm dia. GI pipe
30
-
1257
Providing and supply of Electro Fusion Fittings in accordance with BS EN- 12201/Part-3 suitable for drinking water within black/ blue colour manufactured from compounded PE-80 / PE-100 virgin polymer and compatible with PE-80 / PE-100 pipes, in pressure rating SDR11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central, state and municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking, etc. complete.
A) Couplers 75
379
-
379
B) Couplers 90
52
-
415
C) Couplers 110
33
-
577
D) Couplers 125
69
-
588
E) Couplers 140
86
-
1257
F) Couplers 200
69
-
2202
Equal Tee A) Equal Tee 75
25
-
988
B) Equal Tee 90
7
-
1409
C) Equal Tee 110
5
-
1957
D) Equal Tee 125
2
-
2700
E) Equal Tee 160
1
-
4680
Elbow 90 Deg.
A) Elbow 90 Deg.75
14
-
364
B) Elbow 90 Deg.90
4
-
429
D) Elbow 90 Deg.125
2
-
753
Reducer A) Reducer 90 x75
15
-
502
B) Reducer 110 x90
4
-
642
C) Reducer 125 x 90
2
-
713
D) Reducer 160 x90
1
-
1197
End Cap A) 200 mm dia
2
-
1895
LNPE
A) 90 mm dia.
180
-
529
B) 110 mm dia.
2
-
807
C) 125 mm dia.
4
-
1269
D) 160 mm dia.
10
-
2068
E) 200 mm dia.
2
-
3279
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.
A) 80 mm dia Sluice Valve (PN-1)
22
-
5132
B) 100 mm dia Sluice Valve (PN-1)
1
-
6835
C)125 mm dia Sluice Valve (PN-1)
2
-
8548
D) 150 mm dia Sluice Valve (PN-1)
5
-
10251
E) 200 mm dia Sluice Valve (PN-1)
1
-
18581
B) Labour Section-
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum including removing the excavated the excavated material upto a distance of 50m. and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding etc. complete.
2024
-
165
Excavation forfoundation / pipe trenches in hard murum and boulders, W. B. M. road including removing the excavated material upto a distance of 50m. and lifts as below stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.
2024
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and time masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lift as below, stacking as directed by Engineer In Charge. Normal dewatering, preparing the bed for foundation and excluding backfilling etc. compete
1660
-
629.2
Excavation for foundation /pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and leveling the bed, removing the excavated material upto a distance of 50 m. beyond the area and lifts as below; stacking as directed, normal dewatering, excluding backfilling etc. complete.
2656
-
1118.7
Lowering. Laying and Jointing H. D. P. E. /M. D. P. E. in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
A) 200 mm dia.6 kg /sqcm.
390
-
141.9
B) 140 mm dia.6 kg /sqcm.
513
-
117.7
C) 125 mm dia.6 kg /sqcm.
414
-
88
D) 110 mm dia.6 kg /sqcm.
392
-
77
E) 90 mm dia.6 kg /sqcm.
935
-
73.7
F) 75 mm dia.6 kg /sqcm.
9085
-
52.8
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
1244.35
-
92.4
Lowering, laying and jointing in position following C.l.D/F Reflex valves. Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
A) 80 mm
22
-
2125.2
B) 100 mm
1
-
2776.4
C) 125 mm
2
-
3456.2
D) 150 mm
5
-
4363.7
E) 200 mm
1
-
4539.7
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.( Note: Wall thickness As above of 0.60 x 0.90 M internal Size
2
-
11686.4
Providing and laying in situ C.C. 1:2:4 of trap/ granite/ quartzite I gneiss metal for foundation and bedding including dewatering, fromwork,compaction,curing fining etc complete.
PCC M 15
149.7
-
6204
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.
A) 80 mm dia. G.I. Pipe
30
-
143.44
B) 100 mm dia. G.I. Pipe
30
-
156.91
C) 125 mm dia. G.I. Pipe
30
-
168.17
D) 150 mm dia. G.I. Pipe
30
-
176.14
Providing and fixing C.I road box including ioading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing etc. complete.
A) 100 mm x 225 mm (20kg)
23
-
1698.4
B) 225 mm x 300 mm ( 40 kg )
6
-
3347.3
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete.
6893
-
92.4
Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position
A) 200 mm dia. 6 kg/cm2
0.39
-
15007.3
B) 140 mm dia. 6 kg/cm2
0.51
-
13643.3
C) 125 mm dia. 6 kg/cm2
0.41
-
9550.2
D) 110 mm dia. 6 kg/cm2
0.39
-
8186.2
E) 90 mm dia. 6 kg/cm2
0.94
-
8186.2
F) 75 mm dia. 6 kg/cm2
9.09
-
5457.1
Subwork No 6 :- 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 12%
1
-
1569227.31
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