Maharashtra Jeevan Pradhikaran Tender
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Maharashtra Jeevan Pradhikaran - MJP Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date22 Jul 2023
Closing Date4 Aug 2023
Tender Amount₹ 3,57,54,654
Costs
EMD
₹ 1,78,773Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_COJAL_928167_1Bid Award Id
ViewTender No
E Tender Notice No.5.1 For 2023-24 MJP Div.2Tender Authority
Maharashtra Jeevan Pradhikaran ViewPurchaser Address
-Website
http://https://water.maharashtra.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Item No. 3 Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
126.06
87220
691.9
Item No. 4 Excavation for foundation / pipe trenches in hard rock by Chizelling Wedging Line driling by mechanical means or other than Blasting lncluding 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. Lift 0 to 1.5 M
347.07
427208
1230.9
Item No. 5 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)
3.47
22447
6469.1
Item No. 6 Providing and casting in situ Cement Concrete of M-20 trap / granite / quartzite/ grieiss metal of approved quality for ReC 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 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-2S0and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) - (Excluding M.S. orTor reinforcement)
82.32
662659
8049.8
Item No. 7 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). ( Corrosion resistance steel Fe-500 )
0.04
3549
88749.1
Item No. 8 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
691
69929
101.2
Item No. 10 Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of joint- ing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820. ( MJP SSR 2023-24 P No 70; I No 2)
-
-
-
300 DI K7 PIPE
12
2719
226.6
Item No. 11 Hydraulic testing of C.I./D.I. 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 using water supplied by the contractor.
-
-
-
300 mm DI
0.01
302
25181.2
Item No. 12 Pushing of M.S pipes of following dia , canal crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S casing pipes, lowering laying, jointing of material welding , tripod,shain-pulley block crain, blower, compressor, loading and unloading of machinary into dewatering etc.completed as directed by engineer incharge but excluding the cost of M.S pipes FOR BABY CANAL
-
-
-
300 MS PIPE
12
364557
30379.8
300 MS PIPE
12
364557
30379.8
Item No. 13 Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as perIS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
-
-
-
600 mm MS pipe
12
101208
8434
Item No. 14 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.
250
25250
101
SUB WORK NO. 2- ESTIMATE FOR GRAVITY MAIN
-
-
-
Item No. 1 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Sluice Valve- PN-1.6 (WITHOUT BY PASS)
-
-
-
200 MM SLUICE VALVE'
4
89188
22297
Note:-(1) Against Supply of valves - 80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10% Payment
-
-
-
Item No. 2 Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. (Air Valve Single Ball Flanged/Screwed Type PN-1.6)
-
-
-
50 MM AIR VALVE
11
125983
11453
Note:- (1) Against lowering and Laying,Jointing - 85% Payment (2) After Satisfactory Hydraulic testing - 15%
-
-
-
Item No. 3 Excavation for foundation/ pipe trenches in all types of soils,Soil, Soft Murum, Hard Murum, Soft Rock, hard rock by Chizelling Wedging Line driling by mechanical means or other than Blasting lncluding trimming and levelling sand gravel including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
6185.03
4691159
758.47
Item No. 4 Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.
687.23
69547
101.2
Item No. 5 Lowering laying and jointing with SBR ruber gaskets DI. S/S pipes of various classes with DI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of joint- ing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.
-
-
-
200 MM DI K7
5390
830060
154
Note:- (1) Against lowering and Laying - 90% Payment (2) After Satisfactory Hydraulic testing - 10%
-
-
-
Item No. 6 Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)
-
-
-
200 MM SLUIE VALVE
11
50336
4576
Note:-(1) Against Supply of Specials - 80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10% Payment
-
-
-
Item No. 7 Lowering, Laying and fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. Air Valve Single Ball ( PN-1 and PN-1.6 )
-
-
-
50 MM AIR VALVE
10
3432
343.2
Note:- (1) Against lowering and Laying,Jointing - 85% Payment (2) After Satisfactory Hydraulic testing - 15%
-
-
-
Item No. 8 Providing and laying in situ following grades of C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.
-
-
-
b) 1:2:4 (M-150) grade for encasing
9.96
64432
6469.1
Item No. 9 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 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 cm thick slab etc. complete as directed by Engineer-in-charge.
-
-
-
Size 0.90 x 0.60 x 1.20
4
69977
17494.4
Item No. 10 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
5107.03
516831
101.2
Item No. 11 Hydraulic testing of C.I./D.I. 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 using water supplied by the contractor.
-
-
-
200 MM DI K7 PIPE
5.39
92468
17155.6
Item No. 12 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 over the shaft excluding cost of air valve and branch flanged 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.)
-
-
-
200 mm to 400 mm
11
90931
8266.5
Item No. 17 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 bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by OI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc.
-
-
-
80 to 300 mm Dia.
200
30600
153
Note:-(1) Against Supply of Specials - 80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10% Payment
-
-
-
Note: 10% cost of items included in pipeline subwork excluding supply items (Pipe, All types of valves & specials) shall be retained till satisfactory hydrulic testing is given as per tender specifications.
-
-
-
SUB WORK NO. 3 -Balancing Tank
-
-
-
Item No.1 Excavation in all kinds of soils, including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition for Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and disposing off surplus excavated stuff as directed by engineer in charge, normal dewatering, prepairing and dressing the bed and side to required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto 1 km and all lifts as directed.
448.5
50321
112.2
Item No.2 Excavation in all kinds of hard murum, including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition for Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and disposing off surplus excavated stuff as directed by engineer in charge, normal dewatering, prepairing and dressing the bed and side to required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto 1 km and all lifts as directed.
448.5
59202
132
Item No.3 Excavation in all kinds of soft rock, including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition for Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and disposing off surplus excavated stuff as directed by engineer in charge, normal dewatering, prepairing and dressing the bed and side to required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto 1 km and all lifts as directed.
916
157185
171.6
Item No.4 Excavation in all kinds of hard rock of all toughness by controlled blasting methods, including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition for Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and disposing off surplus excavated stuff as directed by engineer in charge, normal dewatering, prepairing and dressing the bed and side to required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto 1 km and all lifts as directed.
-
-
-
0 to 1.5
1496
1285213
859.1
1.5 to 3
4485
3922132
874.5
3 to 4.5
4485
3991201
889.9
4.5 to 6
4485
4060270
905.3
Item No.5 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. (Bd-A- 9/261)
4800
427200
89
Item No.6 Providing and fixing in position M.S. ladder 0.5 m wide consisting of 75 x 75 mm M.S angle as stringers and 16 mm dia. M.S. bars in double rows as steps placed 25 cm c/c including cost of materials labour involved welding achoring & applying 3 coats of anticorrosive paint etc complete as directed by Engineer-in-charge
28
45984
1642.3
Item No.8 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.
897
90776
101.2
SUB WORK NO. 4 - Raw Water Rising Main 160 mm HDPE 6 kg, 1210 m length
-
-
-
Item No. 1 HDPE specials
-
-
-
160 mm HDPE specials
-
-
-
Couplers 160
12
7020
585
Equal Tee 160
2
4878
2439
Elbow 90 Deg 160
5
9470
1894
Elbow 45 Deg 160
10
15940
1594
Reducer 160X110
4
5804
1451
Item No. 2 Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991. Sluice Valve- PN-1 (WITHOUT BY PASS)
-
-
-
100 MM SLUICE VALVE
1
8202
8202
Note:-(1) Against Supply of valves - 80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10% Payment
-
-
-
Item No. 3 Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. CI ARV FLFF PN 1.6 50 MM DIA. High Performance Air Valve
-
-
-
50 MM AIR VALVE
2
22906
11453
Note:-(1) Against Supply of valves - 80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10% Payment
-
-
-
Item No. 4 Excavation for foundation/ pipe trenches in all types of soils,Soil, Soft Murum, Hard Murum, Soft Rock, hard rock by Chizelling Wedging Line driling by mechanical means or other than Blasting lncluding trimming and levelling sand gravel including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1089
863282
792.73
Item No. 5 Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.
136.13
13775
101.2
Item No. 6 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
-
-
-
160 MM HDPE 6 KG PIPE
1210
173030
143
Note:- (1) Against lowering and Laying - 90% Payment (2) After Satisfactory Hydraulic testing - 10%
-
-
-
Item No. 7 Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)
-
-
-
160 MM HDPE 6 KG PIPE
1
2799
2799.5
Note:- (1) Against lowering and Laying,Jointing - 85% Payment (2) After Satisfactory Hydraulic testing - 15%
-
-
-
Item No. 8 Lowering, Laying and fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete.
-
-
-
50 MM AIR VALVE
2
941
470.8
Note:- (1) Against lowering and Laying,Jointing - 85% Payment (2) After Satisfactory Hydraulic testing - 15%
-
-
-
Item No. 9 Providing and laying in situ following grades of C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.
-
-
-
b) 1:2:4 (M-150) grade for encasing
4.68
30275
6469.1
Item No. 10 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 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 cm thick slab etc. complete as directed by Engineer-in-charge.
-
-
-
Size 0.90 x 0.60 x 1.20
1
17494
17494.4
Item No. 11 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
933.57
94477
101.2
Item No. 12 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.
-
-
-
160 MM HDPE 6 KG
1.21
18488
15280.1
Item No. 13 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)
-
-
-
In PCC M-150
136.13
880606
6469.1
Item No. 14 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)
907.5
2176185
2398
Item No. 15 Surface Dressing -- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. -- a) 19 mm nominal chippling size (bitumen 12.00 kg/10 Sq.M.) -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)
907.5
97828
107.8
SUB WORK NO. 5 - Pure Water Rising Main 110 mm HDPE 6 kg, 700 m length
-
-
-
Item No. 1 HDPE specials
-
-
-
110 mm HDPE Specials
-
-
-
Couplers 110
10
2930
293
Equal Tee 110
5
4260
852
Elbow 90 Deg 110
5
9470
1894
Elbow 45 Deg 110
5
3395
679
Reducer Tee 110 X 110 X 75
3
2214
738
Note:-(1) Against Supply of Specials - 80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10% Payment
-
-
-
Item No. 2 Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991. Sluice Valve- PN-1 (WITHOUT BY PASS)
-
-
-
100 MM SLUICE VALVE
1
8202
8202
Note:-(1) Against Supply of valves - 80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10% Payment
-
-
-
Item No. 3 Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. CI ARV FLFF PN 1.6 50 MM DIA. High Performance Air Valve
-
-
-
50 MM AIR VALVE
1
11453
11453
Note:-(1) Against Supply of valves - 80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10% Payment
-
-
-
Item No. 4 Excavation for foundation/ pipe trenches in all types of soils,Soil, Soft Murum, Hard Murum, Soft Rock, hard rock by Chizelling Wedging Line driling by mechanical means or other than Blasting lncluding trimming and levelling sand gravel including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
630
499419
792.73
Item No. 5 Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.
78.75
7969
101.2
Item No. 6 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
-
-
-
110 MM HDPE 6 KG
700
60060
85.8
Note:- (1) Against lowering and Laying - 90% Payment (2) After Satisfactory Hydraulic testing - 10%
-
-
-
Item No. 7 Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)
-
-
-
100 MM SLUICE VALVE
1
2799
2799.5
Note:- (1) Against lowering and Laying,Jointing - 85% Payment (2) After Satisfactory Hydraulic testing - 15%
-
-
-
Item No. 8 Lowering, Laying and fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete.
-
-
-
50 MM AIR VALVE
1
470
470.8
Note:- (1) Against lowering and Laying,Jointing - 85% Payment (2) After Satisfactory Hydraulic testing - 15%
-
-
-
Item No. 9 Providing and laying in situ following grades of C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.
-
-
-
b) 1:2:4 (M-150) grade for encasing
4.68
30275
6469.1
Item No. 10 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 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 cm thick slab etc. complete as directed by Engineer-in-charge.
-
-
-
Size 0.90 x 0.60 x 1.20
1
17494
17494.4
Item No. 11 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
538.11
54456
101.2
Item No. 12 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.
-
-
-
110 HDPE 6 KG
0.7
6417
9168.5
Item No. 13 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)
-
-
-
In PCC M-150
78.75
509441
6469.1
Item No. 14 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)
525
1258950
2398
Item No. 15 Surface Dressing -- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. -- a) 19 mm nominal chippling size (bitumen 12.00 kg/10 Sq.M.) -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)
525
56595
107.8
SUB WORK NO. 6 - National Highway Crossing
-
-
-
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 meters and lifts as below , stacking and spreading as directed , manual , dewatering , preparing the bed for foundation and excluding backfilling etc. complete.
-
-
-
i) Lift 0 to 1.50 m
20
3630
181.5
Item No. 2 :- Excavation for foundation / pipe renches 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)
-
-
-
i) Lift 0 to 1.50 m
40
8228
205.7
ii) Lift 1.50 to 3.0 m
60
13332
222.2
iii) Lift 3.00 to 4.5 m
60
14322
238.7
Item No 3: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, emoving 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
60
73854
1230.9
Item No. 4 :-Providing and laying in situ following grades of plain concrete ot trap / granite / quartzite / gneiss metal for foundation and bedding including normal dewatering , form work , compaction and curing etc. complete.
6
38814
6469.1
Item No.5 :- Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as perIS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
-
-
-
Total of 600mm dia M.S pipe (10mm thk)
40
566000
14150
Item No. 6 :- Pushing of M.S. pipe of following Dia. for road crossing and Railway Crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter below M.S. Casing pipe lowering, laying, jointing of material, required welding machinery, tripod, chain pulley block, crane blower compressor, loading & unloading of machinery in the trench etc. transportation and dewatering etc. complete as directed by the Engineer-in-charge but excluding cost of M.S. pipes.
40
1518968
37974.2
Item No 7: Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting,etc complete.
0.15
13863
92422
Item No. 8 :-Providing and supplying IST standard MS specials o required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra ke) from inside and outside excluding GST levied by GO! & ' GOM in all respect including inspection charges, trans- portation to stores and stacking, etc. complete.
Plain ended specials or Plain ended branch flanged specials of all diameter
152.73
15456
101.2
Item No. 9 :- Gas cutting (either square cut or V cut) pipes, plates etc. of thickness.
-
-
-
5 mm to 10 mm
175
28682
163.9
Item No. 10 :- Welding in all positions with required number of runs, for M.S. pipes internally and / or externally including gauging wherever necessary fixing appurtenances and other accessoceries in connection with pipe laying work as per specifications.
-
-
-
I) Butt Joint Plate 8 mm thick
27
34273
1269.4
II) Butt Joint Plate 10 mm thick
32
49772
1555.4
Item No 11: Providing and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms/cu cm and viscosity of 1000-2000 cps @ 150 gms/sqm followed by seven layers(4mm thick) of polythene polymerised bitumen and polyester of local 7 layers) pipe coat 4 mm should conform to requirement of IS-10221 and AWWA C- 203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete
52.28
45661
873.4
Item No.12 :- 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.
180
18216
101.2
Item No.13 :- Hydraulic testing of M.S. Pipeline to specified pressure including cost of all matrrials and labour and water for testing for the length upto 1 km., 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.
-
-
-
Upto 600mm dia
0.06
4431
73862.8
SUB WORK NO. 7 - Railway Crossing
-
-
-
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 meters and lifts as below , stacking and spreading as directed , manual , dewatering , preparing the bed for foundation and excluding backfilling etc. complete.
-
-
-
i) Lift 0 to 1.50 m
20
3630
181.5
Item No. 2 :- Excavation for foundation / pipe trenches in hard murum & boulders, W.B.M. road including removing the excavated material upto a distance of 50 meters 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.
-
-
-
i) Lift 0 to 1.50 m
40
8228
205.7
ii) Lift 1.50 to 3.0 m
60
13332
222.2
iii) Lift 3.00 to 4.5 m
60
14322
238.7
Item No 3: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, emoving 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
60
73854
1230.9
Item No. 4 :-Providing and laying in situ following grades of plain concrete ot trap / granite / quartzite / gneiss metal for foundation and bedding including normal dewatering , form work , compaction and curing etc. complete.
6
38814
6469.1
Item No.5 :- Manufacturing Providng and supplying spirally welded, ERW, SAW fabricated M.S. Pipe (commercial quality) including procurement of plates, gas cutting to required size, rolling tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edges on both ends of pipes, providing and applying epoxy paint of Shalimar or ciba make as per specifications including all taxes (Central & Local) railway freight, insurance, unloading from railway wagon, loading in to truck, transportation to store/site unloading, stacking etc. complete as per specification.
-
-
-
14) 600mm dia. / 10mm thik
100
1415000
14150
Item No. 6 :- Pushing of M.S. pipe of following Dia. for road crossing and Railway Crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter below M.S. Casing pipe lowering, laying, jointing of material, required welding machinery, tripod, chain pulley block, crane blower compressor, loading & unloading of machinery in the trench etc. transportation and dewatering etc. complete as directed by the Engineer-in-charge but excluding cost of M.S. pipes.
35
1329097
37974.2
Item no 7:-Providing structural steel work in single stanchions composed of RSJ, channel,etc. with caps, bases, mild steel plates,angles, brackets, cleats, gusset plates,anchorbolts, etc. as per detailed designand drawing or as directed by Engineerinchargeincluding cutting, fabrication,hoisting, erecting, fixing in position,makingriveted / bolted / weldedconnections and one coat of anticorrosivepaint and over it two coats of oil painting etc complete
0.47
43715
92422
Item No. 8 :- Providing & supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside & outside including all taxes (Central & local), octroi, inspection charges, transportation to stores/ site, & stacking etc complete.
152.73
15456
101.2
Item No. 9 : - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. WIthout By Pass
-
-
-
iii) 200 mm dia PN 1.0
2
44594
22297
Item No.10 :- 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.)
-
-
-
iii) 200 mm dia PN 1.0
2
8320
4160
Item No.11 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 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.
-
-
-
i) As above of 1.20 x 1.20 m internal size and depth upto 1.2 m with precast RCC slab cover.
2
40121
20060.7
Item No 12: Providing and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms/cu cm and viscosity of 1000-2000 cps @ 150 gms/sqm followed by seven layers(4mm thick) of polythene polymerised bitumen and polyester of local 7 layers) pipe coat 4 mm should conform to requirement of IS-10221 and AWWA C- 203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete
133.35
116467
873.4
Item No.13 :- 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.
209.6
21211
101.2
SUB WORK NO. 13 - Trial Run
-
-
-
Item No.1 : Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
-
-
-
For single village with WTP
3
116028
38676
Note: 10% cost of items included in pipeline subwork excluding supply items (Pipe, All types of valves & specials) shall be retained till satisfactory hydrulic testing is given as per tender specifications.
-
-
-
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