Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date15 Apr 2025
Closing Soon22 Apr 2025
Tender Amount₹ 1,23,08,926
Costs
EMD
₹ 1,23,089Document Cost
₹ 5,000Tender Fee
₹ 500
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
2025_SATAR_1170341_1Tender No
ZPS/RWS/JJM/2025 - 1st callTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Item No.3
Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) For Slab/wall
2.1
10244
21513.03
... More
Item No.4
Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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)
Tor Steel
0.16
88749
14630.29
... More
Item No.5
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.
0.97
101
97.81
... More
Item No.6
Valve chamber with cast iron manhole frame and covers 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, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge
As above of 90 x 60 cm internal size and depth upto 1.20m with precast RCC slab cover
1
15904
15904
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Rectangular Chamber-II
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0-1.5m
3.2
181
580.8
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Item No.2
Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-150
0.43
6469
2804.35
... More
Item No.3
Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements). For slab /wall
2.1
10244
21513.03
... More
Item No.4
Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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)
Tor Steel
0.16
88749
14630.29
... More
Item No.5
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.
0.97
101
97.81
... More
Item No.6
Valve chamber with cast iron manhole frame and covers 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, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge
As above of 90 x 60 cm internal size and depth upto 1.20m with precast RCC slab cover
1
15904
15904
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Subwork No.2 - Gravity Main From Spring-1 to MT
Item No.1
Dismantling dead pipeline of M.S./ R.C.C./ C.I./ P.S.C. and G.I./ A.C./ P.V.C./ S.W./ H.D.P.E. pipe including cost of necessary excavation and refilling of trenches, breaking the joints, lifting the pipes and stacking to the place as directed by Engineer-in-charge with all leads and lifts including cleaning the surface, etc. complete
40 mm
1800
75
136620
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Item No.2
Providing ISI mark G.I. pipe 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.
40 mm G.I.medium
1100
299
328900
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Item No.3
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.
63 ø 6kg/cm2
300
112
33600
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Item No.4
Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 63
3
146
438
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Equal Tee 63
1
341
341
... More
Reducer 63 X 40
2
229
458
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LNPE 63 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
1
195
195
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Item No.5
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 GOt & GOM in all respect etc. complete
Without by pass arrangement - PN -1 Scour Valve
50 mm
2
5038
10076
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Item No.6
Providing and supplying Air Valves as per IS-10845 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 all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete Air Valve Single Ball Flanged Type - PN -1
15 mm
3
760
2280
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Item No.7
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
70
181
12705
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Item No.8
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-2/259)
70
205
14399
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Item No.9
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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
70
691
48433
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Item No.10
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 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. (Bd-A-6/259)
56
1230
68930.4
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Item No.11
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
42
101
4250.4
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Item No.12
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.
Medium Pipe 40 mm
1500
75
113850
... More
Item No.13
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.
Medium Pipe 40 mm
1.5
7640
11460.9
... More
Item No.14
Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes 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
HDPE 63 mm - 6 Kg/cm2
300
55
16500
... More
Item No.15
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...
HDPE 63 mm - 6 Kg/cm2
0.3
6111
1833.48
... More
Item No.16
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
50 mm
2
1026
2052.6
... More
Item No.17
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.)
Upto 150 mm
3
7056
21169.5
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Item No.18
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover.
2
8124
16249.2
... More
Item No.19
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)
For encasing and reconstruction of road
10.5
6469
67925.55
... More
Item No.20
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.
208.94
101
21144.64
... More
Subwork No.3 - Gravity Main From Spring-1 to MT
Item No.1
Dismantling dead pipeline of M.S./ R.C.C./ C.I./ P.S.C. and G.I./ A.C./ P.V.C./ S.W./ H.D.P.E. pipe including cost of necessary excavation and refilling of trenches, breaking the joints, lifting the pipes and stacking to the place as directed by Engineer-in-charge with all leads and lifts including cleaning the surface, etc. complete
40 mm
1800
75
136620
... More
Item No.2
Providing ISI mark G.I. pipe 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.
40 mm G.I. medium
1100
299
328900
... More
Item No.3
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.
63 ø 6kg/cm2
300
112
33600
... More
Item No.4
Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 63
3
146
438
... More
Equal Tee 63
1
341
341
... More
Reducer 63 X 40
2
229
458
... More
LNPE 63 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
1
195
195
... More
Item No.5
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 GOt & GOM in all respect etc. complete
Without by pass arrangement - PN -1 Scour Valve
50 mm
2
5038
10076
... More
Item No.6
Providing and supplying Air Valves as per IS-10845 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 all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete Air Valve Single Ball Flanged Type - PN -1
15 mm
3
760
2280
... More
Item No.7
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
70
181
12705
... More
Item No.8
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-2/259)
70
205
14399
... More
Item No.9
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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
70
691
48433
... More
Item No.10
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 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. (Bd-A-6/259)
56
1230
68930.4
... More
Item No.11
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
42
101
4250.4
... More
Item No.12
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.
Medium Pipe 40 mm
1500
75
113850
... More
Item No.13
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.
Medium Pipe 40 mm
1.5
7640
11460.9
... More
Item No.14
Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes 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
HDPE 63 mm - 6 Kg/cm2
300
55
16500
... More
Item No.15
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...
HDPE 63 mm - 6 Kg/cm2
0.3
6111
1833.48
... More
Item No.16
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
50 mm
2
1026
2052.6
... More
Item No.17
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.)
Upto 150 mm
3
7056
21169.5
... More
Item No.18
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover.
2
8124
16249.2
... More
Item No.19
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)
For encasing and reconstruction of road
10.5
6469
67925.55
... More
Item No.20
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.
208.94
101
21144.64
... More
Subwork No.4 - Metallic Tank 300000 Litres
Item NO-1 Excavation for foundation /Pipe trenches in soil/Hard Murum/Soft Rock/ Hard Rock 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.
A) Soil
7.85
181
1425.11
... More
B) Hard Murum
5.89
205
1211.35
... More
C) Soft Rock
3.93
691
2716.35
... More
For Approach Road
A) Soil
250
181
45375
... More
B) Hard Murum
150
205
30855
... More
C) Soft Rock
50
691
34595
... More
Item NO-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)
2.62
6469
16931.48
... More
Item No-3 Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundationlike raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 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)
11.78
8719
102698.77
... More
Item No-4 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).
1.12
88749
99300.46
... More
B) Patable Water Tank
-
-
-
... More
Item No-1 Supply and installation of prefabricated ground
water storage bolted tanks, a complete
package in knockdown, ready to assemble
construction consisting of outer wall surface
mad out of special grade hot dip aluminum –
Zink alloy, metallic factory coated steel
confirming to IS-15961-2012 minimum
thickness of 0.6 mm = The inner surface
should be provided with liners of minimum 0.6
mm thickness of reinforce polyethylene or
polypropylene or metallocene material suitable
for drinking water purpose. Top cover shall be
of polyethene tape monophylament yarn or
woven polypropylene or corrugated G.I.
Sheets Rate include cost of inlet, outlet,
overflow Pipes up to 5 m from periphery of
tank including ball valves of standard quality ,
aluminum ladder, level indicater, water
tightness test, transportation up to site of work
excluding GST levied by GOI & GOM in all
respect etc.complete. With RCC
Foundation
300000
7
2280300
... More
A) Above tanks can be installed on elevated
platform. ( ESR ) the rate of tank
does not include the cost of elevated platform.
2% extra to be considered for installation of
tank on elevated platform.The elevated
platform needs to be designed as per
requirement & which will be paid separately.
The elevated platform must be of steel framed
structure.
-
-
-
... More
B) For the dome type GI corrugated roof
structure with hot dip galvanized trusses with
GI manhole for access for cleaning and
maintainance, 10 % extra shall be added.
1
228030
228030
... More
C) For heavy duty five layer polypropylene
reinforced liner with mettallocene contact layer
having a minimum thickness of 1 mm- 10 %
extra shall be added
-
-
-
... More
D) Incase Rain water harvesting filters & system
to catch the rain form the GI Tank roofs
mounted on the Tank roof and supplied with
tank then 10 % extra shall be added.
1
228030
228030
... More
C) Hilly region
1
228030
228030
... More
Compound For Metalic Water Tank :
ITEM NO.1
Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50 x 50 mm 8 gauge thick and fixed 75 mm above Ground level vertical M.S Angle of 40 x 40 x 6 mm size embedded in C.C. block of 1:4:8 mix of size 450X 450 x 670 mm. at 1.75 M.cc with iron bar 16 mm dia. as bold fast including welding link with angle frame at 30 cm c/c nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. lat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 nm including 3 coats of oil painting etc. complete. Spec. No.: As directed by Engineer in charge.
47.2
2787
131565.28
... More
ITEM NO.2
Providing and fixing MS Gate 2.5 m wide for compound with 40mm dia. GI pipe approved grill work RCCM150, side piller of 25cmx40cmx2.5m height, foundation, finishing, painting etc complete.
1
36449
36449.6
... More
ITEM NO.3 Providing and fixing Wicket Gate 1.0rn wide for compound with 40inim dia. GI pipe approved grill work RCC M150, side piller of 25cmx40cmx2.5mm height, foundation, finishing, painting etc complete.
1
22805
22805.2
... More
ITEM NO.4
Online Chlorination unit -1 unit-2500000lit water chlorination capacity of single cartridge at 1ppm dosing price includes transportation upto site with installation.
1
58500
58500
... More
Annual maintenance & operation of non electric online automatic chlorination fitted online on water supply scheme as mentioned in above item.
5
9000
45000
... More
Subwork No.5 - RCC GSR 10000 L Item No.1Designing (aesthetically), and
constructing RCC ground service reservoirs
/ RCC sumps in M-300 mix of required capacity
including excavation in all types of strata,
foundation concrete, container walls, bottom slab
top RCC roof slab / or dome, 20 mm thick
cement plaster with water proofing compound in
CM 1:3 proportion to inside face of the container,
including epoxy paint from inside including
refilling and disposing of surplus stuff within lead
of 50 M, all labour and material charges, for
laying and jointing of pipe assembly for inlet,
outlet washout, over flow and bypass
arrangement consisting of C.I. M.S. D/F. pipes,
specials and valves of given diameters, providing
and fixing accessories such as M.S. ladder
inside and outside, C.I. Manhole frame and
cover, water top slab, B.B. masonry chamber for
all valves, ventilating shafts, including giving
satisfactory hydraulic test and water tightness
test as per IS code and providing three coats of
cement paints to all exposed surface of structure
including roof surface etc. complete as per
design data, criteria, obligatory requirements and
detailed specifications. Anti-termite treatment
shall be given for underground portion of the
structure.
1
239214
239214.38
... More
Notes
-
-
-
... More
1) The design shall be in accordance with various
relevant I.S. specification (I.S. 456/1978, I.S.
875 - 1987, I.S. 3370 -1965 or revised.)
-
-
-
... More
2) Only M.S. bars grade I conforming to I.S. 432
part-I or high yield strength deformed bars
conforming to I.S. 1786 or I.S. 1139 shall be
used. Grade -II M.S. bars shall not be used.
-
-
-
... More
3) Entire structure shall be in M-300 only
-
-
-
... More
4) The scope of pipe assembly work shall be upto 5
metre beyond outside face of the wall, cost of
pipes valves and specials is not included in the
rate but labour cost for laying and jointing is
included
-
-
-
... More
5) The G.S.R. / Sump above 15 lakh litres capacity
shall be in two compartment.
-
-
-
... More
6) The Job includes designing the structure for
uplift pressure and dewatering if required during
entire execution and disposal of surplus
excavated stuff within lead of 50 metres as
directed by Engineer-in-charge. If uplifts
considered in design, then these rates shall be
increased by 7.5%
-
-
-
... More
7) G.S.R. outlets shall be with bell mouth of
approved pattern in bottom slab and cost of
designing bell mouth is included in the rate.
Sump well includes cost of suction pit required
at bottom.
-
-
-
... More
8) For pipe diameters upto 300 mm only CI pipes
and CI specials shall be used. For pipe
diameters above 300 mm, M.S. pipes and
specials minimum 10 mm thick shall be used
with proper anticorrosive epoxy treatment from
inside and outside
-
-
-
... More
9) Cost of pump house is not included in these
rates.
-
-
-
... More
10) Above rates are applicable for Seismic Zones 2,
3 and 4.
-
-
-
... More
11) 75% part rate shall be payable for reinforcement,
concrete and plastering items of all types of
G.S.R.s and sumps till satisfactory hydraulic
testing for water tightness test is given and till
that work shall be treated as incomplete.
-
-
-
... More
Note : Conditions from Sr. No. 1 to 11 shall form
a part and parcel of tender and must be included
in the draft tender papers for work of R.C.C.
GSRs and sumps.
-
-
-
... More
Item No.2
Providing ISI mark G.I. pipe 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.
Inlet 80 mm dia.GI.D./F pipes (Medium)
6
689
4134
... More
Outlet
80 mm dia.GI.D./F pipes (Medium)
6
689
4134
... More
Washout 80 mm dia.GI.D./F pipes (Medium)
6
689
4134
... More
Item No.3
Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M" S. nut holts eoated or other'wise protected from rusting and suitable for D.l.pipes including cost of labour, materials, and transpoffation to stores, loading and unloading excluding GST levied by GOI & GOM in allrespect etc. complete as per IS-9523.
80 mm to 300 mm dia
100
88
8800
... More
Item No.4
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 GOt & GOM in all respect etc. complete
Sluice valves PN-1 without bye-pass arrangement
80 mm dia. Sluice valve - Outlet/Distribution
2
6158
12316
... More
80 mm dia. Sluice valve - Inlet/Bypass
1
6158
6158
... More
80 mm dia. Sluice valve - Washout
1
6158
6158
... More
Subwork No.6 - Distribution System Item No.1
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.
63 ø 6kg/cm2
1308
112
146496
... More
Item No.2
Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 63
15
146
2190
... More
Equal Tee 63
8
341
2728
... More
LNPE 63 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
3
195
585
... More
Item No.3
Providing ISI mark G.I. pipe 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.
Medium Pipe
50 ø
36
413
14868
... More
Item No.4
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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.
50 ø
3
5038
15114
... More
LABOUR
Item No.5
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5
274.68
181
49854.42
... More
Item No.6
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5
274.68
205
56501.68
... More
Item No.7
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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
Lift 0 to 1.5
183.12
691
126700.73
... More
Item No.8
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 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. (Bd-A-6/259)
Lift 0 to 1.5
183.12
1230
225402.41
... More
Item No.9
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) from excavated stuff
137.34
101
13898.81
... More
Item No.10
Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including allspecials 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
Working Pressure 6 kg/cm²
63 ø
1308
55
71940
... More
Item No.11
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...
63 ø 6kg/cm2
1.31
6111
7993.97
... More
Item No.12
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.
Medium Pipe
50 ø
36
89
3207.6
... More
Item No.13
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.
Medium Pipe
50 ø
0.04
9168
330.07
... More
Item No.14
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
50 ø
3
1026
3078.9
... More
Item No.15
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)
3
1901
5705.7
... More
Item No.16
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)
For Road Reconstruction PCC M150
10.5
6469
67925.55
... More
Item No.17
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.
Net volume of refilling
763.68
101
77284.68
... More
Item No.18
Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.)ng
50 mm
2
3289
6578
... More
65 mm
2
3747
7495.4
... More
Subwork No.7 - INFORMATORY SIGN BOARDS, TRIAL RUN Item No.1
Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge.
For single village ( for 1 months )
1
30181
30181
... More
Item No.2
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size
35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge with two coats of greystove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.
1
10912
10912
... More
Subwork No.8 - FUNCTIONAL HOUSEHOLD TAP CONNECTION (FHTC) Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in
A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe
For MDPE/UPVC Pipe Service Connection on Disribution main.
(Without Road Crossing)
For 15 mm Service connection
18
3179
57222
... More
For MDPE/UPVC Pipe Service Connection on Disribution main.
(With Road Crossing)
For 15 mm Service connection
2
3746
7493.2
... More
KALAMGAON MURA Subwork Np.1 - Rectangular Chamber-I
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0-1.5m
3.2
181
580.8
... More
Item No.2
Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-150
0.43
6469
2804.35
... More
Item No.3
Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) For slab /wall
2.1
10244
21513.03
... More
Item No.4
Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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)
Tor Steel
0.16
88749
14630.29
... More
Item No.5
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.
0.97
101
97.81
... More
Item No.6
Valve chamber with cast iron manhole frame and covers 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, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge
As above of 90 x 60 cm internal size and depth upto 1.20m with precast RCC slab cover
1
15904
15904
... More
Subwork No.2 - Supply Well
Item No.1
Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it.
a) In overburden (soft soil, murum)
6
1872
11233.2
... More
b)In weathered rock with boulders
3
6930
20790
... More
c)In weathered rock / soft rock
1
3537
3537.6
... More
d)In hard rock other than quartzite
1
5101
5101.8
... More
Item No.2
Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for head works i.e. intake well, connecting main, jack well, pump house, supply well, etc. for lift as below and lead of 150 M including barricading, guarding and disposing off surplus excavated stuff within a radius of 0.5 km. as directed, etc. complete excluding refilling.
Lift 0.00 to 1.50 M
142.48
367
52346.23
... More
Lift 1.50 to 3.00 M
117.75
400
47147.1
... More
Lift 3.00 to 4.50 M
95.38
433
41336.61
... More
Lift 4.50 to 6.00 M
75.36
466
35147.9
... More
As per site condition : Add for each additional lift of 1.5m beyond initial lift 1.5m
-
-
-
... More
Item No.3
Excavation in general in 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, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling
Lift 6.00 to 7.50 M
42.39
992
42059.36
... More
Lift 750 to 9.00 M
42.39
1026
43504.86
... More
Lift 09.00 to 10.50 M
42.39
1060
44950.36
... More
Lift 10.50 to 12.00 M
42.39
1094
46395.86
... More
Lift 12.00 to 13.50 M
42.39
1128
47841.35
... More
Lift 13.50 to 15.00 M
42.39
1162
49286.85
... More
As per site condition : Add for each additional lift of 1.5m beyond initial lift 1.5m
-
-
-
... More
Item No.4
Providing and laying in situ following grades of cement concrete of trap / granite / quartzite /gneiss metal for foundation and bedding including dewatering, form work, compaction, curing, finishing etc. complete.
a) M-150
8.84
6469
57160.71
... More
Item No.5
Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements)
RCC M-200 for water retaining structure
a) For Ring Beam Bottom Ring ( 500 mm x 300 mm )
3.16
9541
30109.8
... More
a) For Vertical Wall (7.5 m below GL & 1.5 m above GL )
Above 1.5 m from GL
6.31
10244
64655.88
... More
From GL to 5 m
21.04
10244
215519.58
... More
From 5m to 7.5m
2.31
11268
26077.87
... More
Item No.6
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules including cutting, bending, hooking the bars, bindingwith wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)
0.8% of RCC Qty Lift 0 to 1.5 m above GL
0.5
88749
43970.29
... More
Lift 0 to 5 m below GL
1.65
88749
146567.63
... More
Lift 5 to 7.5 m below GL
0.43
88749
38107.58
... More
Item No.7
Providing stuctural 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 coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
1.06
92422
97564.36
... More
Item No.8
Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S.angles (25x 25x 5 mm size) including welding,cutting and fabricating the plates to the required square or rounding shape,making holes in the plate, includingproviding and applying 3 coats of anticorrosive paint,etc.complete as directed by Engineer-in-charge.
12
5671
68059.2
... More
Item No.9
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 anticorrosive paint, etc. complete asdirected by Engineer-in-charge
3
1642
4926.9
... More
Item No.10
Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thickM.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 andpainting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shadeincluding cost of all labour, transporting bends to curved shape, etc.complete.
16
1310
20961.6
... More
Item No.11
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
7.5 BHP pumps daily 8 hrs for 30 days
1800
97
176220
... More
Item No.12
Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-incharge
34
510
17353.6
... More
Item No.13
Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including cost of all materials and labour involved with all leads and lifts.etc.complete with all leads and lifts
7.2
254
1829.52
... More
Item No.14
Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all consolidation, surcharging etc. complete.
194.73
101
19706.7
... More
Item No.15
Horizontal borewell 30 m each
180
331
59749.2
... More
Item No.16
Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed.
Lps less than 25,000
7
2741
19188.4
... More
Subwork No.3 - Pumping Machinary at pr.well 3 BHP , Discharge = 1839 LPH, Head = 54 m Item No.1
Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer. Pump should have suitable discharge outlet as per manufacture's design. Antithrust streamlined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.
Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) upto 8 stages
Provide duplicate set of submersible pump capable of discharging 1839 litres/hour against a total head 54 M be driven by 3 B.H.P electrical motor directly coupled to it . One pump will be in operation and one pump will be standby.
2
38104
76208.52
... More
Item No.2
Supplying and erecting Cupboard type panel board.
1
20274
20274
... More
Item No.3
Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.
100
211
21120
... More
Item No.4
Providing ISI mark G.I. pipe 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.
50 mm dia (Medium)
48
413
19824
... More
Item No.5
Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)
a) Without bypass arrangement - PN - 1
50 mm dia
2
3983
7966
... More
Item No.6
Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.
a) Sluice valve - PN - 1 (Without bypass)
50 mm dia
2
5038
10076
... More
Item No.7
Lowering, laying and jointing in position following C.I.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) Sluice valve - PN - 1 (Without bypass)
50 mm dia
4
1026
4105.2
... More
Item No.8
Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia)
1
992
992.2
... More
Item No.9
Providing pipe type earthing with 40mm dia G.I Pipe or 20 mm dia G.I Rod complete with all materials as per specifications no EA-EP
1
1500
1500
... More
Item No.10
a) Supplying and erecting 'b' class GI bend in position with necessary material.
65 mm dia
4
234
936
... More
b) Supplying and erecting 'b' class GI Tee in position with necessary material.
65 mm dia
1
309
309.48
... More
Subwork No.4 - Switch Room
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
8.1
181
1470.15
... More
Item No.2
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc complete.
2.7
205
555.39
... More
Item No.3
Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-150
0.86
6469
5589.3
... More
Item No.4
Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing 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
RCC Footing M-200
0.97
8049
7824.41
... More
Item No.5
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.
8.85
101
895.38
... More
Item No.6
Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work 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 CM 1:3 of sufficient minimum thickness 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 )
RCC Column M-200
0.77
9696
7488.99
... More
Item No.7
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 nesessary 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.)
RCC beam & lintel M-200
1.63
9541
15563.55
... More
Item No.8
Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 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 .) Slab M-200
1.03
10244
10553.27
... More
Item No.9
Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work 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 CM 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 fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement.
Chajja M-200
0.11
10200
1101.63
... More
Item No.10
Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete.
6.02
9212
55464.04
... More
Item No.11
Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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)
0.3
88749
26728.92
... More
Item No.12
Providing and laying Rough shahabad stone flooring upto 40 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.
6.25
833
5211.25
... More
Item No.13
Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete
32.29
323
10442.59
... More
Item No.14
Providing sand faced plaster externally in cement motar using approved screened sand, in all positions 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 recive the sand faced tretment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for foureen days scaffolding etc. complete.
45.77
719
32925.5
... More
Item No.15
Providing and applying colour-wash of approved colour and shade in one coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc.complete.
6.25
11
68.75
... More
Item No.16
Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc. complete.
75.77
55
4167.24
... More
Item No.17
Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete.
2.16
3175
6859.51
... More
Item No.18
Providing and fixing in position factory made box type steel window with glazed fan light including steel windows of cold rolled section of 105 mm x 60 mm x 1.25 mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm )as per detailed drawing and design or as directed including providing horizontal mild steel 12 mm square bars at 10 cm center to center, required F7B section, section76, section 20 mm x 5 mm mild steel flat for shutter and F4B section for frame, 3 mm thick glass of approved quality for fan light necessary fixtures and fastening etc.complete finishing with one coat of anticorrosive paint etc.complete
2.16
6426
13880.59
... More
Item No.19
Providing and fixingsteel frame door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete.
1.8
2209
3977.82
... More
Item No.20
Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm (5mmx3) thick x 30 mm width on one style and top rail and 10 mm (5mmx2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and/or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and/or prelam PVC on other side using rubber adhesive on flush door and solven tcement adhesive on the PVC lipping etc.as per direction of Engineer in charge and manufacturers specification and drawing etc. complete.
1.8
8814
15865.74
... More
Subwork No.5- Rising Main
Item No.1
Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial 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.
HDPE 90 ø 6 kg/cm2
600
220
132000
... More
Item No.2
Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 90
6
254
1524
... More
Equal Tee 90
5
624
3120
... More
LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
3
390
1170
... More
Item No.3
Providing ISI mark G.I. pipe 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.
80 ø GI medium
24
981
23544
... More
Item No.4
Providing and supplying ISl mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete.
Reflux valves as per I.S.5312 Part I (1984).
Without by pass arrangement - PN -1
80 mm
1
4910
4910
... More
Item No.5
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 GOt & GOM in all respect etc. complete
Without by pass arrangement - PN -1 Scour Valve
80 mm
1
6158
6158
... More
Item No.6
Providing and supplying Air Valves as per IS-10845 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 all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete.
25 ø
1
1265
1265
... More
Item No.7
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5
126
181
22869
... More
Item No.8
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-2/259)
Lift 0 to 1.5
126
205
25918.2
... More
Item No.9
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)
Lift 0 to 1.5
84
691
58119.6
... More
Item No.10
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259)
Lift 0 to 1.5 M
84
1230
103395.6
... More
Item No.11
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263
63
101
6375.6
... More
Item No.12
Lowering, Laying and Jointing H. D. P. E./M.
D. P. E. pipes 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
HDPE 90 ø 6 kg/cm2
600
82
49500
... More
Item No.13
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..
HDPE 90 ø 6 kg/cm2
0.6
9168
5501.1
... More
Item No.14
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.
80 mm medium
24
145
3484.8
... More
Item No.15
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 medium
0.02
15280
366.72
... More
Item No.16
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
80 mm
2
2141
4283.4
... More
Item No.17
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.)
1
7056
7056.5
... More
Item No.18
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover.
1
8124
8124.6
... More
Item No.19
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)
5.95
6469
38519.37
... More
Item No.20
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.
353.18
101
35742.12
... More
Subwork No.6 - Gravity Main From Spring-1 to MT
Item No.1
Providing ISI mark G.I. pipe 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.
40 mm medium
300
299
89700
... More
Item No.2
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.
HDPE 63 mm - 6 Kg/cm2
100
112
11200
... More
Item No.3
Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 63
1
146
146
... More
Equal Tee 63
1
341
341
... More
Reducer 63 X 40
1
229
229
... More
LNPE 63 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
1
195
195
... More
Item No.4
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 GOt & GOM in all respect etc. complete
Without by pass arrangement - PN -1 Scour Valve
50 mm
1
5038
5038
... More
Item No.5
Providing and supplying Air Valves as per IS-10845 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 all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete Air Valve Single Ball Flanged Type - PN -1
15 mm
1
760
760
... More
Item No.6
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
26.25
181
4764.38
... More
Item No.7
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-2/259)
26.25
205
5399.63
... More
Item No.8
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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
26.25
691
18162.38
... More
Item No.9
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 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. (Bd-A-6/259)
21
1230
25848.9
... More
Item No.10
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
15.75
101
1593.9
... More
Item No.11
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.
Medium Pipe 40 mm
300
75
22770
... More
Item No.12
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.
Medium Pipe 40 mm
0.3
7640
2292.18
... More
Item No.13
Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes 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
HDPE 63 mm - 6 Kg/cm2
100
55
5500
... More
Item No.14
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...
HDPE 63 mm - 6 Kg/cm2
0.1
6111
611.16
... More
Item No.15
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
50 mm
1
1026
1026.3
... More
Item No.16
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.)
Upto 150 mm
1
7056
7056.5
... More
Item No.17
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover.
1
8124
8124.6
... More
Item No.18
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)
For encasing and reconstruction of road
5.25
6469
33962.78
... More
Item No.19
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.
78.38
101
7931.59
... More
Subwork No.7 - RCC ESR 25000 Litres
-
-
-
... More
Designing (aesthetically), and constructing
RCC elevated service reservoirs of following
capacity with RCC staging consisting of columns,
internal and external bracings spaced vertically not
more than 4.5 metres centre to centre for ESR having
capacity upto 500 cum and not more than 6 m c/c for
ESRs having capacity above 500 Cum including
excavation in all types of strata, foundation concrete,
cement plaster with water proofing compound to the
inside face of the container including refilling
disposing off the surplus stuff within a lead of 50
metres, all labour and material charges including
lowering, laying, erecting, hoisting and jointing of pipe
1
1037090
1037090
... More
assembly of inlet, outlet, washout, overflow and
bypass arrangements as per departmental
design, providing and fixing accessories such as M.S.
ladder, C.I. manhole frame and covers, water level
indicators, lightening conductor, G.I. pipe railing
around walk way and top slab, providing spiral stair
case from ground level to roof level, M.S. grill gate of
2 M height with locking arrangement of approved
design, B.B. masonry chambers for all valves,
ventilating shafts, providing and applying three coats
of cement paint to the structure including roof slab,
epoxy painting to internal surface and anti-termite
treatment for underground parts of the structure and
giving satisfactory water tightness test as per I.S.
code. The job to include painting the name of the
scheme and other details on the reservoir as per the
directions of Engineer-in-Charge.
-
-
-
... More
Notes
-
-
-
... More
1) The design of the structure be in accordance with
relevant I.S. specification (I.S. 3370 - 1965 or
revised.)
-
-
-
... More
2) The design shall satisfy the stipulations as per I.S.
1893 - 1984 and I.S. 13920 / 1993 for seismic force
and I.S. - 11682 / 1985 for R.C.C. staging of
overhead tanks.
-
-
-
... More
3) For design having more than 6 columns, provision of
internal bracing is obligatory. External bracings is also
obligatory.
-
-
-
... More
4) The entire structure shall be in M-300 mix only.
-
-
-
... More
5) Plain round mild steel bars grade-I conforming to I.S.
432 part-I or high yield strength deformed bars
conforming to I.S. 1786 or I.S. 1139 shall be used,
grade-II mild steel bars will not be allowed.
-
-
-
... More
6) Irrespective of the type of foundation proposed in the
design, one set of bracing be provided at the ground
level.
-
-
-
... More
7) These rates include providing M.S. ladder for E.S.R.s
upto 2 lakh litres capacity and providing spiral
staircase for E.S.R. above 2 lakh litres capacity.
-
-
-
... More
8) Staging shall have to be designed with stresses of M-
200 concrete for ESR. However all RCC construction
should be done in M-300.
-
-
-
... More
9) These rates are including the cost of uplift pressure if
any and entire dewatering during execution. In case of
water logging area where water is stretch at shallow
depth, extra provision of dewatering shall be made as
per site condition.
-
-
-
... More
10) All conditions given in the Member Secretary's
Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and
MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly
followed and additional cost, if any, due to these
conditions is included in the rates mentioned below
-
-
-
... More
11) 75% part rate shall be payable for reinforcement
concrete and plastering items of containers of E.S.R.
till satisfactory hydraulic testing for water tightness is
given; and till that work shall be treated as incomplete
-
-
-
... More
12) The rates indicated in the table are excluding the cost
of pipes, specials and valves required for inlet, outlet,
washout, overflow and bypass arrangement. The
scope of work, however, includes cost of erecting,
laying and jointing of pipes and valves including cost
of jointing materials upto 5 M beyond outer face of
outermost column.
-
-
-
... More
13) For ESR upto 500 cum capacity C.I. double flanged
pipes upto 300 mm dia shall be provided and C.I.
specials shall be used. For ESR above 500 cum
capacity C.I./M.S. pipe assembly with minimum 8 mm
thickness upto 500 mm dia and minimum 10 mm
thickness above 500 mm dia can be used with proper
anti-corrosive epoxy treatment from inside and outside
-
-
-
... More
14) Below mentioned rates are for foundations with
individual footing with bearing capacity of 20 tonnes
per square metre. For raft foundations, these rates
shall be increased by 7.5% where safe bearing
capacity (SBC) is 5 MT per sqm and by 5% where
SBC is more than 5 MT/sqm and upto 10 MT/sqm.
This % of 5% or 7.5% is applicable for estimation of
amount of lumpsum item of ESR. For extra item due
to change from individual foundation to raft, actual
increase in concrete and steel be paid as per relevant
SSR item
-
-
-
... More
15) The rate shall be increased by 30% for bearing piles
upto depth of 10 M and for further increased in depth
by 5 M each, it shall be increased by another 10%.
These rates are applicable where raft is not feasible.
For pile foundations sulphate resistant cement shall
only be used. Single pile for the column is not
permitted, group of piles shall be designed with pile
cap for each column of ESR.
-
-
-
... More
16) The rates are applicable for staging height of 12 M.
These rates shall be increased or decreased for per
metre variation in this staging height as below
-
-
-
... More
12 to 16 M staging - 2% per metre
-
-
-
... More
16 to 20 M staging - 3% per metre
-
-
-
... More
20 M and above - 4% per metre
-
-
-
... More
For 17 M staging height, percentage calculation will
be like below :
-
-
-
... More
12 to 16 M --- 4 x 2 = 8%
-
-
-
... More
16 & 17 M --- 1 x 3% = 3% Total = 11%
-
-
-
... More
For 21 M staging height, percentage calculation will
be like below :
-
-
-
... More
12 to 16 M --- 4 x 2 = 8%
-
-
-
... More
16 to 20 M --- 4 x 3% = 12%
-
-
-
... More
20& 21 M --- 1 x 4% = 4% Total = 24%
-
-
-
... More
17) Following rates are for seismic zone III. For zone IV,
these rates shall be increased by 5% and for zone II,
these rates shall be decreased by 5%. Concerned
Executive Engineer shall confirm the seismic zone for
the scheme from seismic zones plan before
estimation and adopt appropriate rates as per actual
seismic zones. (Seismic maps attached in this SSR).
-
-
-
... More
Notes
-
-
-
... More
1) Conditions from Sr. No. 1 to 17 shall form a part and
parcel of the tender and must be included in the draft
tender papers for works of R.C.C. E.S.R.
-
-
-
... More
Item No.2
Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. Inlet 80 mm dia.CI.D./F pipes
12
1759
21108
... More
Outlet
80 mm dia.CI.D./F pipes
9
1759
15831
... More
Overflow
80 mm dia.CI.D./F pipes
12
1759
21108
... More
Washout
80 mm dia.CI.D./F pipes
5
1759
8795
... More
Item No.3
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 GOt & GOM in all respect etc. complete
Sluice valves PN-1 without bye-pass arrangement
80 mm dia. Sluice valve - Outlet/Distribution
1
6158
6158
... More
80 mm dia. Sluice valve - Inlet/Bypass
1
6158
6158
... More
80 mm dia. Sluice valve - Washout
1
6158
6158
... More
Item No.4
Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.
80 mm
24
316
7584
... More
Item No.5
Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete.
180
88
15840
... More
Subwork No.8 - Distribution System Item No.1
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.
HDPE 63 mm - 6 Kg/cm2
1828
112
204736
... More
75 ø 6 Kg/cm2
100
155
15500
... More
Item No.2
Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 63
20
146
2920
... More
Couplers 75
1
195
195
... More
Equal Tee 63
8
341
2728
... More
Equal Tee 75
2
458
916
... More
LNPE 63 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
3
195
585
... More
LNPE 75 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
1
293
293
... More
Item No.3
Providing ISI mark G.I. pipe 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.
Medium Pipe
50 ø
36
413
14868
... More
65 øMedium
6
524
3144
... More
Item No.4
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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.
50 ø
4
5038
20152
... More
65 ø
2
5959
11918
... More
LABOUR
Item No.5
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5
404.88
181
73485.72
... More
Item No.6
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5
404.88
205
83283.82
... More
Item No.7
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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
Lift 0 to 1.5
227.55
691
157440.18
... More
Item No.8
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 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. (Bd-A-6/259)
Lift 0 to 1.5
269.92
1230
332244.53
... More
Item No.9
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) from excavated stuff
202.44
101
20486.93
... More
Item No.10
Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including allspecials 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
Working Pressure 6 kg/cm²
63 ø6 Kg/cm2
1828
55
100540
... More
75 ø6 Kg/cm2
100
59
5940
... More
Item No.11
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...
63 ø6 Kg/cm2
1.83
6111
11172
... More
75 ø6 Kg/cm2
0.1
6111
611.16
... More
Item No.12
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.
Medium Pipe
50 ø
36
89
3207.6
... More
65 øMedium
6
129
778.8
... More
Item No.13
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.
Medium Pipe
50 øMedium
0.04
9168
330.07
... More
65 øMedium
0.01
13753
82.52
... More
Item No.14
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
50 ø
4
1026
4105.2
... More
65 ø
2
1541
3082.2
... More
Item No.15
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)
6
1901
11411.4
... More
Item No.16
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)
For Road Reconstruction PCC M150
10.5
6469
67925.55
... More
Item No.17
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.
Net volume of refilling
1137.61
101
115126.12
... More
Item No.18
Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.)ng
50 mm
2
3289
6578
... More
65 mm
2
3747
7495.4
... More
Subwork No.9 - INFORMATORY SIGN BOARDS, TRIAL RUN Item No.1
Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge.
For single village ( for 1 months )
1
30181
30181
... More
Item No.2
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size
35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge with two coats of greystove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.
1
10912
10912
... More
Subwork No.10 - FUNCTIONAL HOUSEHOLD TAP CONNECTION (FHTC) Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in
A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe
For MDPE/UPVC Pipe Service Connection on Disribution main.
(Without Road Crossing)
For 15 mm Service connection
35
3179
111265
... More
For MDPE/UPVC Pipe Service Connection on Disribution main.
(With Road Crossing)
For 15 mm Service connection
5
3746
18733
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