Maharashtra Jeevan Pradhikaran Tender
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Maharashtra Jeevan Pradhikaran - MJP Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Mar 2024
Closing Date6 Apr 2024
Tender Amount₹ 26,49,95,586
Costs
EMD
₹ 13,24,978Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_COJAL_1034277_1Bid Award Id
ViewTender No
TENDER NOTICE NO.9 OF 2023-24Tender Authority
Maharashtra Jeevan Pradhikaran ViewPurchaser Address
-Website
http://mahatenders.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
400 mm dia C.I. D/F pipes
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
73
1091423
14951
Providing and supplying ISI Standard C I flanged / S&S specials , excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmentalstore /site, unloading stacking etc. complete.
D/F specials 80 mm dia to 300 mm dia
150
13200
88
300 mm dia & above
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
200
18800
94
Providing Double flanged Sliice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
250mm dia sluice valve
2
68944
34472
350mm dia sluice valve Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Level,s of E.S.R.
G.L. = 540.00 M
L.S.L. = 561.00 M
F.S.L. = 566.00 M
Sesmic Zone IV/ for all types of foundation strata
1
64381
64381
Sub Work No. 3 :- R.C.C. E.S.R. Cap 10,00,000 litrs. St. 21 M Shanti nagar Zone (W-11)
Designing (aesthetically), and constructing R.C.C. elevated service reservoirs of following capacity with R.C.C. staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum and not more than 6 m centre to centre for ESR 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 container including refilling disposing of the surplus stuff within a lead of 50 m. all labour & material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as stainless steel ladder inside container and M.S. ladder outside, CI man hole frame and cover, water level indicators, lightening conductor, GI pipe railing around walk and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 M height with locking arrangements of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives 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 detail on the reservior as per the directions of Engineer In-charge.
R.C.C. ELEVATED SERVICE RESERVOIR Cap 10 lack lit stag.21mtr.
Notes:
1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)
2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.
3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.
4. The entire structure shall be in M/300 mix only.
5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.
7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.
8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.Structure in contact with water shall be designed & casted in M-300.
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 struck at shallow depth extra provision of dewatering shall be made as per site condition.
10. All condition 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.
11.. 75% part rate shall be payable for reinforced cocnrete 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.
12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.
13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside.
14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.
15. The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate 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.
16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below
12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre
20 M and above - 4% per metre
For 17 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 16 & 17 M --- 1 x 3% = 3% Total = 11%
For 21 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 16 to 20 M --- 4 x 3% = 12% 20& 21 M --- 1 x 4% = 4% Total = 24%
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 CSR).
1
11457722
11457722.39
Providing and supplying ISI standard CI double flanged pipe excluding GST levied by GOI & GOM in all respect, including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading etc. complete as directed by Engineer -in- charge. 250 mm dia C.I. D/F pipes
44
321508
7307
400 mm dia C.I. D/F pipes
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
73
1091423
14951
Providing and supplying ISI Standard C I flanged / S&S specials , excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmentalstore /site, unloading stacking etc. complete.
D/F specials 80 mm dia to 300 mm dia
150
13200
88
300 mm dia & above.
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
200
18800
94
Providing Double flanged Sliice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
250mm dia sluice valve
2
68944
34472
350mm dia sluice valve Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Level,s of E.S.R.
G.L. = 550.00 M
L.S.L. = 571.00 M
F.S.L. = 576.00 M
Sesmic Zone IV/ for all types of foundation strata
1
64381
64381
Sub Work No 4:- R.C.C. E.S.R. Cap 14,00,000 litrs. St. 21 M Datta mandir Zone (W-19)
Designing (aesthetically), and constructing R.C.C. elevated service reservoirs of following capacity with R.C.C. staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum and not more than 6 m centre to centre for ESR 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 container including refilling disposing of the surplus stuff within a lead of 50 m. all labour & material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as stainless steel ladder inside container and M.S. ladder outside, CI man hole frame and cover, water level indicators, lightening conductor, GI pipe railing around walk and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 M height with locking arrangements of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives 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 detail on the reservior as per the directions of Engineer In-charge. Cap. 1400000 Lit. Staging 21.00 mtr. R.C.C. ELEVATED SERVICE RESERVOIR Notes:
1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)
2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.
3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.
4. The entire structure shall be in M/300 mix only.5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.
8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.Structure in contact with water shall be designed & casted in M-300.
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 struck at shallow depth extra provision of dewatering shall be made as per site condition.
10. All condition 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
11.. 75% part rate shall be payable for reinforced cocnrete 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.
12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside.
14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.
16 & 17 M --- 1 x 3% = 3% Total = 11%
For 21 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 16 to 20 M --- 4 x 3% = 12%
20& 21 M --- 1 x 4% = 4% Total = 24%
15. The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate 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.
16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below
12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre
20 M and above - 4% per metre
For 17 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 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 CSR).
1
14592938
14592938.39
Providing and supplying ISI standard CI double flanged pipe excluding GST levied by GOI & GOM in all respect, including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading etc. complete as directed by Engineer -in- charge. 250 mm dia C.I. D/F pipes
44
321508
7307
400 mm dia C.I. D/F pipes
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
73
1091423
14951
Providing and supplying ISI Standard C I flanged / S&S specials , excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmentalstore /site, unloading stacking etc. complete.
D/F specials 80 mm dia to 300 mm dia
150
13200
88
300 mm dia & above. Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
200
18800
94
Providing Double flanged Sliice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
250mm dia sluice valve
1
34472
34472
400mm dia sluice valve Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Level,s of E.S.R.
G.L. = 553.40 M
L.S.L. = 574.40 M
F.S.L. = 579.40 M
Sesmic Zone IV/ for all types of foundation strata
2
169524
84762
Sub Work No 5:- R.C.C. E.S.R. Cap 8,00,000 litrs. St. 21 M Old Chandur road Zone (W-13)
Designing (aesthetically), and constructing R.C.C. elevated service reservoirs of following capacity with R.C.C. staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum and not more than 6 m centre to centre for ESR 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 container including refilling disposing of the surplus stuff within a lead of 50 m. all labour & material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as stainless steel ladder inside container and M.S. ladder outside, CI man hole frame and cover, water level indicators, lightening conductor, GI pipe railing around walk and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 M height with locking arrangements of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives 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 detail on the reservior as per the directions of Engineer In-charge.
R.C.C. ELEVATED SERVICE RESERVOIR cap 8.00 lack lit stag 21.00 mtr Notes:
1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)
2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.
3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.
4. The entire structure shall be in M/300 mix only.
5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.
7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.
8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.Structure in contact with water shall be designed & casted in M-300.
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 struck at shallow depth extra provision of dewatering shall be made as per site condition.
10. All condition 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.
11.. 75% part rate shall be payable for reinforced cocnrete 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.
12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.
13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside.
14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.
15. The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate 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.
16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below
12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre
20 M and above - 4% per metre
For 17 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 16 & 17 M --- 1 x 3% = 3% Total = 11%
For 21 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 16 to 20 M --- 4 x 3% = 12% 20& 21 M --- 1 x 4% = 4% Total = 24%
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 CSR).
1
10429161
10429161.66
Providing and supplying ISI standard CI double flanged pipe excluding GST levied by GOI & GOM in all respect, including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading etc. complete as directed by Engineer -in- charge. 250 mm dia C.I. D/F pipes
44
321508
7307
400 mm dia C.I. D/F pipes
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
73
1091423
14951
Providing and supplying ISI Standard C I flanged / S&S specials , excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmentalstore /site, unloading stacking etc. complete.
D/F specials 80 mm dia to 300 mm dia
150
13200
88
300 mm dia & above.Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
200
18800
94
Providing Double flanged Sliice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
250mm dia sluice valve
2
68944
34472
350mm dia sluice valve Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Level,s of E.S.R.
G.L. = 542.00 M
L.S.L. = 563.00 M
F.S.L. = 568.00 M
Sesmic Zone IV/ for all types of foundation strata
1
64381
64381
Sub Work No. 6 :- R.C.C. E.S.R. Cap 13,00,000 litrs. St. 21 M Torna nagar Zone (W-25)
Designing (aesthetically), and constructing R.C.C. elevated service reservoirs of following capacity with R.C.C. staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum and not more than 6 m centre to centre for ESR 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 container including refilling disposing of the surplus stuff within a lead of 50 m. all labour & material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as stainless steel ladder inside container and M.S. ladder outside, CI man hole frame and cover, water level indicators, lightening conductor, GI pipe railing around walk and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 M height with locking arrangements of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives 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 detail on the reservior as per the directions of Engineer In-charge.
R.C.C. ELEVATED SERVICE RESERVOIR Cap 1300000 liter. Stag. 21.00 Mtr
Notes:
1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)
2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.
3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.
4. The entire structure shall be in M/300 mix only.
5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.
7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.
8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.Structure in contact with water shall be designed & casted in M-300.
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 struck at shallow depth extra provision of dewatering shall be made as per site condition.
10. All condition 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.
11.. 75% part rate shall be payable for reinforced cocnrete 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.
12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.
13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside.
14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.
15. The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate 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.
16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below
12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre
20 M and above - 4% per metre
For 17 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 16 & 17 M --- 1 x 3% = 3% Total = 11%
For 21 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 16 to 20 M --- 4 x 3% = 12% 20& 21 M --- 1 x 4% = 4% Total = 24%
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 CSR).
1
13809134
13809134.39
Providing and supplying ISI standard CI double flanged pipe excluding GST levied by GOI & GOM in all respect, including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading etc. complete as directed by Engineer -in- charge. 250 mm dia C.I. D/F pipes
44
321508
7307
400 mm dia C.I. D/F pipes
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
73
1091423
14951
Providing and supplying ISI Standard C I flanged / S&S specials , excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmentalstore /site, unloading stacking etc. complete.
D/F specials 80 mm dia to 300 mm dia
150
13200
88
300 mm dia & above
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
200
18800
94
Providing Double flanged Sliice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
250mm dia sluice valve
2
68944
34472
400mm dia sluice valve Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Level,s of E.S.R.
G.L. = 560.00 M
L.S.L. = 581.00 M
F.S.L. = 586.00 M
Sesmic Zone IV/ for all types of foundation strata
1
84762
84762
Sub Work NO. 7:- R.C.C. E.S.R. Cap 12,00,000 litrs. St. 21 M Tuljabhavni Nagar Zone( W-23)
Designing (aesthetically), and constructing R.C.C. elevated service reservoirs of following capacity with R.C.C. staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum and not more than 6 m centre to centre for ESR 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 container including refilling disposing of the surplus stuff within a lead of 50 m. all labour & material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as stainless steel ladder inside container and M.S. ladder outside, CI man hole frame and cover, water level indicators, lightening conductor, GI pipe railing around walk and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 M height with locking arrangements of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives 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 detail on the reservior as per the directions of Engineer In-charge.
R.C.C. ELEVATED SERVICE RESERVOIR Cap 12.00 lack lit stag 21.00 mtr
Notes:
1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)
2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.
3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.
4. The entire structure shall be in M/300 mix only.
5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.
7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.
8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.Structure in contact with water shall be designed & casted in M-300.9. 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 struck at shallow depth extra provision of dewatering shall be made as per site condition.
10. All condition 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.
11.. 75% part rate shall be payable for reinforced cocnrete 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.
12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.
13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside.
14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.
15. The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate 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.
16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below
12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre
20 M and above - 4% per metre
For 17 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 16 & 17 M --- 1 x 3% = 3% Total = 11%For 21 M staging height, percentage calculation will be like below :
12 to 16 M --- 4 x 2 = 8% 16 to 20 M --- 4 x 3% = 12% 20& 21 M --- 1 x 4% = 4% Total = 24%
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 CSR).
1
13025330
13025330.39
Providing and supplying ISI standard CI double flanged pipe excluding GST levied by GOI & GOM in all respect, including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading etc. complete as directed by Engineer -in- charge. 300 mm dia C.I. D/F pipes
44
413380
9395
400 mm dia C.I. D/F pipes
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
73
1091423
14951
Providing and supplying ISI Standard C I flanged / S&S specials , excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmentalstore /site, unloading stacking etc. complete.
D/F specials 80 mm dia to 300 mm dia
150
13200
88
300 mm dia & above.
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
200
18800
94
Providing Double flanged Sliice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
300mm dia sluice valve
2
87530
43765
400mm dia sluice valve Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Level,s of E.S.R.
G.L. = 579.00 ML.S.L. = 600.00 M
F.S.L. = 605.00 M
Sesmic Zone IV/ for all types of foundation strata
1
84762
84762
PURE WATER RISING MAIN
SUB.WORK NO.8 : From WTP TO P.B.PATIL MALA ESR - 250 MM. DI K9 PIPE L=2710 M. Material section
Providing DI pipes ( push on joints pressure pipes) of DI of following class and diameters confirming to the Indian Standard specification inclusive cost of jointing materials ( rubber gasket of EPDM quality ) excluding GST levied by GOI & GOM in all respect, including third party inspection charges of TPI agency approved by MJP including transit insurance, railway freight, unloading from railway wagon, loading into the truck, transportation to departmental store , unloading, stacking etc. complete as directed by engineer in charge. (IS-1536 / 2001 for Pipes & IS-158 / 1969 & IS -12820 /1989 or latest edition / revision with amendments for rubber gasket.) (IS 8329: 2000 latest version)
250mm DIK-9
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
2710
9514810
3511
Providing Double flanged Sluice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
a) Sluice valve - PN -1 (Without bypass arrangement)
100mm+for washout
1
8202
8202
250mm
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
34472
34472
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete
a) Type - PN -1.0
80mm
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
12205
12205
Providing and supplying Air Valves as per IS-14845 and MJP standrad specifications double orofice type combined with screw down isolating valve ,small orifice eleastic ball resting on a gun metal orifice nipple,large orifice vulcanite ball seating on moulded seatring, inlet face and drilled, including insurence,third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 50 MM Air Valve Double Ball Falanged Type Type PN-1
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
4
28080
7020
Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.
For double ball air valve
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
4
15020
3755
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading and unloading excluding GST levied by GOI &GOM in all respect, etc. complete. as per IS - 9523
80 mm to 300 mm
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
800
122400
153
Labour section
Excavation for foundation / pipe trenches in alltypes of strata such as slushy muddy marshsy/siushy/earth, soils of all types, sand, gravel and soft murum,hard murum ,soft rock and old cement and lime masonry , hard rock asphat road or concrete road WBM road by all means including chiseling , 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 M
3109.73
2041963
656.64
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. Murrum Bedding
345.53
33377
96.6
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 jointing materials and rubber rings labour etc. complete. 250mm DIK-9 pipe
2710
475198
175.35
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 conrractor. C.I. L.A. Class / Mortar lined D.I.K-9/ K-7
250mm DIK-9
2.71
52516
19378.8
Lowering, laying and jointing in position following C.I. D/F Reflux 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 arrangement)
100mm+for washout
1
2672
2672.25
Lowering, laying and fixing in proper alignment and position all types of C.I.D/F angle type spring loaded pressure relief valves including cost of all material, labour,cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.)
a) Type - PN -1.
80mm
1
537
537.6
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.) Foundation on Murun and Hard Strata.
upto 150mm
4
26943
6735.75
Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excludingb excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slabcover.
1
12493
12493.95
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.
2614.24
252535
96.6
Providing and laying in situ, following grades of C.C. of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork,compacting and curing, finishing, etc. complete.
Encasing for Rd Crossing M-150
17
104975
6175.05
SUB WORK NO 9 : From Existing RM to Shanti Nagar ESR - 250 MM. DI K9 PIPE L=450 M. Material section
Providing DI pipes ( push on joints pressure pipes) of DI of following class and diameters confirming to the Indian Standard specification inclusive cost of jointing materials ( rubber gasket of EPDM quality ) excluding GST levied by GOI & GOM in all respect, including third party inspection charges of TPI agency approved by MJP including transit insurance, railway freight, unloading from railway wagon, loading into the truck, transportation to departmental store , unloading, stacking etc. complete as directed by engineer in charge. (IS-1536 / 2001 for Pipes & IS-158 / 1969 & IS -12820 /1989 or latest edition / revision with amendments for rubber gasket.) (IS 8329: 2000 latest version)
250mm DIK-9
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
450
1579950
3511
Providing Double flanged Sluice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
a) Sluice valve - PN -1 (Without bypass arrangement)
100mm+for washout
1
8202
8202
250mm
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
34472
34472
Providing and supplying Air Valves asprr IS-14845 and MJP standrad specifications double orofice type combined with screw down isolating valve ,small orifice eleastic ball resting on a gun metal orifice nipple,large orifice vulcanite ball seating on moulded seatring,inlet face and drilled, including insurence,third party inspection charges,,loading, unloading,transportation upto departmental stores,excluding GST levied by GOI & GOM in all respect etc. complete. eieastic 50 MM Air Valve Double Ball Falanged Type Type PN-1
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
7020
7020
Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.
For 50 MM double ball air valve
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
3755
3755
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading and unloading excluding GST levied by GOI &GOM in all respect, etc. complete. as per IS - 9523
80 mm to 300 mm
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
300
45900
153
Labour section
Excavation for foundation / pipe trenches in alltypes of strata such as slushy muddy /marshsy/siushy/earth, soils of all types, sand, gravel and soft murum,hard murum ,soft rock and old cement and lime masonry , hard rock asphat road or concrete road WBM road by all means including chiseling , 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)
516.38
339075
656.64
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. Murrum Bedding
57.38
5542
96.6
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 jointing materials and rubber rings labour etc. complete. 250mm DIK-9
450
78907
175.35
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 conrractor. C.I. L.A. Class / Mortar lined D.I.K-9/ K-7 250mm DIK-9
0.45
8724
19388.25
Lowering, laying and jointing in position following C.I. D/F Reflux 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 arrangement) 100mm+for washout
1
2672
2672.25
250mm
1
5691
5691
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.) Foundation on Murun and Hard Strata.
upto 150mm
1
6735
6735.75
Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excludingb excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slabcover.
1
12493
12493.95
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.
431.82
41713
96.6
Providing and laying in situ, following grades of C.C. of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork,compacting and curing, finishing, etc. complete.
Encasing for Road Crossing M-150
5.1
31492
6175.05
SUB WORK NO 10 : From WTP TO Datta Mandir. ESR - 250 MM. DI K9 PIPE L=1870 M. Material section
Providing DI pipes ( push on joints pressure pipes) of DI of following class and diameters confirming to the Indian Standard specification inclusive cost of jointing materials ( rubber gasket of EPDM quality ) excluding GST levied by GOI & GOM in all respect, including third party inspection charges of TPI agency approved by MJP including transit insurance, railway freight, unloading from railway wagon, loading into the truck, transportation to departmental store , unloading, stacking etc. complete as directed by engineer in charge. (IS-1536 / 2001 for Pipes & IS-158 / 1969 & IS -12820 /1989 or latest edition / revision with amendments for rubber gasket.) (IS 8329: 2000 latest version)
250mm DIK-9
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1870
6565570
3511
Providing Double flanged Sluice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
a) Sluice valve - PN -1 (Without bypass arrangement)
100mm+for washout
1
8202
8202
250mm
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
34472
34472
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete
a) Type - PN -1.080mm
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
12205
12205
Providing and supplying Air Valves asprr IS-14845 and MJP standrad specifications double orofice type combined with screw down isolating valve ,small orifice eleastic ball resting on a gun metal orifice nipple,large orifice vulcanite ball seating on moulded seatring,inlet face and drilled, including insurence,third party inspection charges,,loading, unloading,transportation upto departmental stores,excluding GST levied by GOI & GOM in all respect etc. complete. eieastic 50 MM Air Valve Double Ball Falanged Type Type PN-1
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
4
28080
7020
Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.
For 50 MM double ball air valve
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
4
15020
3755
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading and unloading excluding GST levied by GOI &GOM in all respect, etc. complete. as per IS - 9523
80 mm to 300 mm
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
700
107100
153
Labour section
Excavation for foundation / pipe trenches in alltypes of strata such as slushy muddy /marshsy/siushy/earth, soils of all types, sand, gravel and soft murum,hard murum ,soft rock and old cement and lime masonry , hard rock asphat road or concrete road WBM road by all means including chiseling , 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)
2145.83
1409037
656.64
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. Murrum Bedding
345.53
33377
96.6
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 jointing materials and rubber rings labour etc. complete. 250mm DIK-9
1870
327904
175.35
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 conrractor. C.I. L.A. Class / Mortar lined D.I.K-9/ K-7
250mm DIK-9
1.87
36238
19378.8
Lowering, laying and jointing in position following C.I. D/F Reflux 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 arrangement)
100mm+for washout
1
2672
2672.25
250mm
1
5691
5691
Lowering, laying and fixing in proper alignment and position all types of C.I.D/F angle type spring loaded pressure relief valves including cost of all material, labour,cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.)
a) Type - PN -1.
80mm
1
537
537.6
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.) Foundation on Murun and Hard Strata.
upto 150mm
3
20207
6735.75
Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excludingb excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slabcover.
1
12493
12493.95
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.
1781.65
172107
96.6
Providing and laying in situ, following grades of C.C. of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork,compacting and curing, finishing, etc. complete.
Encasing for Road Crossing M-150
34
209951
6175.05
Sub Work No. 11 From Existing R.M. TO Old Chandur Road ESR - 200 MM. DI K9 PIPE L= 1100 M. Material section
Providing DI pipes ( push on joints pressure pipes) of DI of following class and diameters confirming to the Indian Standard specification inclusive cost of jointing materials ( rubber gasket of EPDM quality ) excluding GST levied by GOI & GOM in all respect, including third party inspection charges of TPI agency approved by MJP including transit insurance, railway freight, unloading from railway wagon, loading into the truck, transportation to departmental store , unloading, stacking etc. complete as directed by engineer in charge. (IS-1536 / 2001 for Pipes & IS-158 / 1969 & IS -12820 /1989 or latest edition / revision with amendments for rubber gasket.) (IS 8329: 2000 latest version)
200mm DIK-9
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1100
2867700
2607
Providing Double flanged Sluice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
a) Sluice valve - PN -1 (Without bypass arrangement)
100mm+for washout
1
8202
8202
250mm
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
22297
22297
Providing and supplying Air Valves asprr IS-14845 and MJP standrad specifications double orofice type combined with screw down isolating valve ,small orifice eleastic ball resting on a gun metal orifice nipple,large orifice vulcanite ball seating on moulded seatring,inlet face and drilled, including insurence,third party inspection charges,,loading, unloading,transportation upto departmental stores,excluding GST levied by GOI & GOM in all respect etc. complete. eieastic 40 MM Air Valve Double Ball Falanged Type Type PN-1
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
2
3040
1520
Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.
For 40 MM Single ball air valve
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
2
5350
2675
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading and unloading excluding GST levied by GOI &GOM in all respect, etc. complete. as per IS - 9523
80 mm to 300 mm
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
500
76500
153
Labour section
Excavation for foundation / pipe trenches in alltypes of strata such as slushy muddy /marshsy/siushy/earth, soils of all types, sand, gravel and soft murum,hard murum ,soft rock and old cement and lime masonry , hard rock asphat road or concrete road WBM road by all means including chiseling , 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)
1262.25
828841
656.64
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. Murrum Bedding
140.25
13548
96.6
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 jointing materials and rubber rings labour etc. complete. 200mm DIK-9
1100
146685
133.35
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 conrractor. C.I. L.A. Class / Mortar lined D.I.K-9/ K-7
200mm DIK-9
1.1
16360
14873.25
Lowering, laying and jointing in position following C.I. D/F Reflux 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 arrangement)
100mm+for washout
1
2672
2672.25
250mm
1
4368
4368
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.) Foundation on Murun and Hard Strata.
upto 150mm
2
13471
6735.75
Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excludingb excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slabcover.
1
12493
12493.95
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.
1070.46
103406
96.6
Providing and laying in situ, following grades of C.C. of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork,compacting and curing, finishing, etc. complete.
Encasing for Road Crossing M-150
17
104975
6175.05
Sub Work No. 12 From Exi. R.M. TO Torana Nagar ESR - 250 MM. DI K9 PIPE L=2350 M. Material section
Providing DI pipes ( push on joints pressure pipes) of DI of following class and diameters confirming to the Indian Standard specification inclusive cost of jointing materials ( rubber gasket of EPDM quality ) excluding GST levied by GOI & GOM in all respect, including third party inspection charges of TPI agency approved by MJP including transit insurance, railway freight, unloading from railway wagon, loading into the truck, transportation to departmental store , unloading, stacking etc. complete as directed by engineer in charge. (IS-1536 / 2001 for Pipes & IS-158 / 1969 & IS -12820 /1989 or latest edition / revision with amendments for rubber gasket.) (IS 8329: 2000 latest version)
250 mm DIK-9
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
2350
8250850
3511
Providing Double flanged Sluice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
a) Sluice valve - PN -1 (Without bypass arrangement)
100mm+for washout
1
8202
8202
250mm
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
34472
34472
Providing and supplying Air Valves asprr IS-14845 and MJP standrad specifications double orofice type combined with screw down isolating valve ,small orifice eleastic ball resting on a gun metal orifice nipple,large orifice vulcanite ball seating on moulded seatring,inlet face and drilled, including insurence,third party inspection charges,,loading, unloading,transportation upto departmental stores,excluding GST levied by GOI & GOM in all respect etc. complete. eieastic 50 MM Air Valve Double Ball Falanged Type Type PN-1
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
6
42120
7020
Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.
For 50 MM double ball air valve
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
6
22530
3755
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading and unloading excluding GST levied by GOI &GOM in all respect, etc. complete. as per IS - 9523
80 mm to 300 mm
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
700
107100
153
Labour section
Excavation for foundation / pipe trenches in alltypes of strata such as slushy muddy /marshsy/siushy/earth, soils of all types, sand, gravel and soft murum,hard murum ,soft rock and old cement and lime masonry , hard rock asphat road or concrete road WBM road by all means including chiseling , 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)
2696.63
1770712
656.64
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. Murrum Bedding
299.63
28943
96.6
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 jointing materials and rubber rings labour etc. complete. 250 mm DIK-9
2350
412072
175.35
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 conrractor. C.I. L.A. Class / Mortar lined D.I.K-9/ K-7
250 mm DIK-9
2.35
45540
19378.8
Lowering, laying and jointing in position following C.I. D/F Reflux 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 arrangement)
100mm+for washout
1
2672
2672.25
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.) Foundation on Murun and Hard Strata.
upto 150mm
6
40414
6735.75
Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excludingb excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slabcover.
1
12493
12493.95
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.
2264.7
218770
96.6
Providing and laying in situ, following grades of C.C. of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork,compacting and curing, finishing, etc. complete.
Encasing for Road Crossing M-150
17
104975
6175.05
Sub Work No. 13 From Exi. R.M. TO TuljabhavaniNagar ESR - 250 MM. DI K9 PIPE L=1765 M. Material section
Providing DI pipes ( push on joints pressure pipes) of DI of following class and diameters confirming to the Indian Standard specification inclusive cost of jointing materials ( rubber gasket of EPDM quality ) excluding GST levied by GOI & GOM in all respect, including third party inspection charges of TPI agency approved by MJP including transit insurance, railway freight, unloading from railway wagon, loading into the truck, transportation to departmental store , unloading, stacking etc. complete as directed by engineer in charge. (IS-1536 / 2001 for Pipes & IS-158 / 1969 & IS -12820 /1989 or latest edition / revision with amendments for rubber gasket.) (IS 8329: 2000 latest version)
250mm DIK-9
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1765
6196915
3511
Providing Double flanged Sluice Valve confirming to 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 Valves PN - 1 (WITHOUT BY PASS ARRANGEMENT)
a) Sluice valve - PN -1 (Without bypass arrangement)
100mm+for washout
1
8202
8202
250mm
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
1
34472
34472
Providing and supplying Air Valves asprr IS-14845 and MJP standrad specifications double orofice type combined with screw down isolating valve ,small orifice eleastic ball resting on a gun metal orifice nipple,large orifice vulcanite ball seating on moulded seatring,inlet face and drilled, including insurence,third party inspection charges,,loading, unloading,transportation upto departmental stores,excluding GST levied by GOI & GOM in all respect etc. complete. eieastic 40 MM Air Valve Single Ball Falanged Type Type PN-1
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
4
6080
1520
Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.
For 40 MM Single ball air valve
Breakup Payment
payment shall be relased after supply - 80%
after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
4
10700
2675
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading and unloading excluding GST levied by GOI &GOM in all respect, etc. complete. as per IS - 9523
80 mm to 300 mm
Breakup Payment
payment shall be relased after supply - 80% after Lowering Laying & Jointing - 10% after satstifactory Hydraulic Testing - 10%
Note :- Only the Specials Of approved Make /Matching with make of suuplied pipes shall be admissible for payment .
600
91800
153
Labour section
Excavation for foundation / pipe trenches in alltypes of strata such as slushy muddy /marshsy/siushy/earth, soils of all types, sand, gravel and soft murum,hard murum ,soft rock and old cement and lime masonry , hard rock asphat road or concrete road WBM road by all means including chiseling , 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)
2025.3
1329811
656.6
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. Murrum Bedding
225.04
21738
96.6
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 jointing materials and rubber rings labour etc. complete. 250mm DIK-9
1765
309492
175.35
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 conrractor. C.I. L.A. Class / Mortar lined D.I.K-9/ K-7
250mm DIK-9
1.77
34203
19378.8
Lowering, laying and jointing in position following C.I. D/F Reflux 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 arrangement)
100mm+for washout
1
2672
2672.25
250mm
1
5691
5691
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.) Foundation on Murun and Hard Strata.
upto 150mm
6
40414
6735.75
Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excludingb excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slabcover.
1
12493
12493.95
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.
1688.2
163080
96.6
Providing and laying in situ, following grades of C.C. of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork,compacting and curing, finishing, etc. complete.
Encasing for Road Crossing M-150
25.5
157463
6175.05
SubWork . No.14 - Providing, insalling, commissioning submersible monoblock pumping machinery for P.B.Patil mala Item No.1 - Submersible Monoblock Pump : Providing , erecting giving test and trial of horizontal/vertical submerssible monoblock pump with bronze impeller having folowing parameters coupled with water proof winding Motor 415 50c/s AC supply 415 V IS 325 etc. confirming to IS9283 on provided foundation etc. 15 HP (Q=125263 LPH ,H= 20 m)
2
133898
66949
Item No 3 - Sluice Valve :- Providing, erecting, testing & commissioning of Sluice Valve of glandless type & with non rising spindle generally conforming to IS- 14846 as per detailed specifications.
A)150 mm dia
2
33398
16699
B)250 mm dia
1
46434
46434
Itrm No 4 - Reflux Valve :- Providing, erecting, testing & commissioning of D.F. Reflux valve of 200 mm dia PN 1.0 rating, generally conforming to IS- 5312, Part I without arrangement as per detailed specifications A)150 mm dia
2
32498
16249
B)250 mm dia
1
42315
42315
Item No. 5 -MSDF Pipes & Specials :- Providing and testing M.S.D.F Piping & Specials as per detailed specifications
500
47500
95
Item No 6:- Providing, installing ,erecting medium duty 150 mm dia GI pipe etc complete
50
87400
1748
Item No. 8 - Flanged Joints :- Providing making flanged joints to the dia MSDF pipes & specials as per detailed specifications a) 150 mm
8
7280
910
B)250 mm dia
4
5408
1352
Item No 9 - PCC Foundation :-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. M-150
1
5881
5881
Item No 10 - Pressure Gauge :- Providing ,erecting Pressure Gauge glyserene gelly filled 150 mm dia as per specifications
2
4020
2010
Item No 11 -FASD Starter Assembled :-Providing,erecting and commissioning and giving satisfactory test and trial of 15 HP starter Assembled locally with contactors of approved make suitable for operation on 380-440 volts,3 ph.,50 HZ as per detailed specifications.
2
23364
11682
Item No 12 Cables :- Providing erecting commissioning of copper conductor flat sub. cable 3C x 6 sqmm for motor
50
14050
281
Sub Work No :- 15 Providing, insalling, commissioning V T water lubricated puming machinery for Thorat chouk Esr + Shantinagar ESR
Item No. 1 : Vertical Turbine PumpSet Providing,erecting & giving test & trial of water lubricated Vertical Turbine Pump Q= 291053 LPH, H=32 m from all causes with 250 mm dia. column assembly & total suspended length of 5 mtr. including bowl assembly as per detailed specifications. The Pump shall be suitable for VHS Motor(.with TPI)
2
3025640
1512820
Item No 2 - Vertical hollow shaft Motor :- Providing, erecting and giving test and trial of vertical hollow shaft TEFC motor 1500 RPM, squirrel cage induction motor,conforming to IS 12615, class IE3 premium, having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-5% with "F" class insulation temperature rise limited to class "B" insulation. 50 HP
2
530464
265232
Item No 3 - Sluice Valve :- Providing, erecting, testing & commissioning of Sluice Valve of glandless type & with non rising spindle generally conforming to IS- 14846 as per detailed specifications.PN 1.6
250 mm dia
2
92868
46434
350 mm dia
1
78001
78001
Itrm No 4 - Reflux Valve :- Providing, erecting, testing & commissioning of D.F. Reflux valve of 400 mm dia PN 1.0 rating, generally conforming to IS- 5312, Part I without arrangement as per detailed specifications 250 mm dia
2
84630
42315
350 mm dia
1
85100
85100
Item No. 5 -MSDF Pipes & Specials :- Providing and testing M.S.D.F Piping & Specials as per detailed specifications
2000
190000
95
Item No. 6- Dismanting Joints :- Providing and making dismanting joints to the pumpset as per detailed specifications
250 mm dia
2
34142
17071
Item No. 7 - Flanged Joints :- Providing making flanged joints to the dia MSDF pipes & specials as per detailed specifications a) 150 mm
8
10816
1352
B)250 mm dia
4
7312
1828
Item No 8 - PCC Foundation :-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. M-150
2
11762
5881
Item No 9- Pressure Gauge :- Providing ,erecting Pressure Gauge glyserene gelly filled 150 mm dia as per specifications
2
4020
2010
Item No 10- ATS Starter :-Providing,erecting and commissioning and giving satisfactory test and trial of 40 HP Auto Transformer starter Assembled locally with contactors of approved make suitable for operation on 380-440 volts,3 ph.,50 HZ as per detailed specifications.
2
238278
119139
Item No 11 Cables :- Providing erecting commissioning of Aluminium conductor XLPE, 1.1 kV armoured cable 3C x 70 sqmm armoured Al. cable for motor
25
12600
504
Sub Work No :- 16 Providing, insalling, commissioning V T water lubricated puming machinery for Datta Mandir ESR
Item No. 1 : Vertical Turbine PumpSet Providing,erecting & giving test & trial of water lubricated Vertical Turbine Pump Q= 163158 LPH, H=33 m from all causes with 250 mm dia. column assembly & total suspended length of 5 mtr. including bowl assembly as per detailed specifications. The Pump shall be suitable for VHS Motor(.with TPI)
2
2493676
1246838
Item No 2 - Vertical hollow shaft Motor :- Providing, erecting and giving test and trial of vertical hollow shaft TEFC motor 1500 RPM, squirrel cage induction motor,conforming to IS 12615, class IE3 premium, having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-5% with "F" class insulation temperature rise limited to class "B" insulation. 50 HP
2
422878
211439
Item No 3 - Sluice Valve :- Providing, erecting, testing & commissioning of Sluice Valve of glandless type & with non rising spindle generally conforming to IS- 14846 as per detailed specifications.PN 1.6
200 mm dia
2
65746
32873
250 mm dia
1
46434
46434
Itrm No 4 - Reflux Valve :- Providing, erecting, testing & commissioning of D.F. Reflux valve of 400 mm dia PN 1.0 rating, generally conforming to IS- 5312, Part I without arrangement as per detailed specifications 200 mm dia
2
51754
25877
250 mm dia
1
42315
42315
Item No. 5 -MSDF Pipes & Specials :- Providing and testing M.S.D.F Piping & Specials as per detailed specifications
2000
190000
95
Item No. 6- Dismanting Joints :- Providing and making dismanting joints to the pumpset as per detailed specifications
200 mm dia
2
25142
12571
Item No. 7 - Flanged Joints :- Providing making flanged joints to the dia MSDF pipes & specials as per detailed specifications a) 200 mm
8
7544
943
B)250 mm dia
4
5408
1352
Item No 8 - PCC Foundation :-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. M-150
1
5881
5881
Item No 9- Pressure Gauge :- Providing ,erecting Pressure Gauge glyserene gelly filled 150 mm dia as per specifications
2
4020
2010
Item No 10 -FASD Starter Assembled :-Providing,erecting and commissioning and giving satisfactory test and trial of 15 HP starter Assembled locally with contactors of approved make suitable for operation on 380-440 volts,3 ph.,50 HZ as per detailed specifications.
2
175572
87786
Item No 11 Cables :- Providing erecting commissioning of Aluminium conductor XLPE, 1.1 kV armoured cable 3C x 35 sqmm armoured Al. cable for motor
25
7000
280
Sub Work No :- 17 Providing, insalling, commissioning V T water lubricated puming machinery for Thambe Mal ESR +Old chandur road ESR
Item No. 1 : Vertical Turbine PumpSet Providing,erecting & giving test & trial of water lubricated Vertical Turbine Pump Q= 572632 LPH, H=24 m from all causes with 250 mm dia. column assembly & total suspended length of 5 mtr. including bowl assembly as per detailed specifications. The Pump shall be suitable for VHS Motor(.with TPI)
2
3550640
1775320
Item No 2 - Vertical hollow shaft Motor :- Providing, erecting and giving test and trial of vertical hollow shaft TEFC motor 1500 RPM, squirrel cage induction motor,conforming to IS 12615, class IE3 premium, having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-5% with "F" class insulation temperature rise limited to class "B" insulation. 75 HP With TPI
2
848850
424425
Item No 3 - Sluice Valve :- Providing, erecting, testing & commissioning of Sluice Valve of glandless type & with non rising spindle generally conforming to IS- 14846 as per detailed specifications.PN 1.6
350 mm dia
2
156002
78001
450 mm dia
1
108066
108066
Itrm No 4 - Reflux Valve :- Providing, erecting, testing & commissioning of D.F. Reflux valve of 400 mm dia PN 1.0 rating, generally conforming to IS- 5312, Part I without arrangement as per detailed specifications A) 350 mm dia
2
170200
85100
B) 450 mm dia
1
143464
143464
Item No. 5 -MSDF Pipes & Specials :- Providing and testing M.S.D.F Piping & Specials as per detailed specifications
2845
270275
95
Item No. 6- Dismanting Joints :- Providing and making dismanting joints to the pumpset as per detailed specifications
350 mm dia
2
56668
28334
Item No. 7 - Flanged Joints :- Providing making flanged joints to the dia MSDF pipes & specials as per detailed specifications a) 150 mm
8
14624
1828
B)250 mm dia
4
11136
2784
Item No 8 - PCC Foundation :-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. M-150
2
11762
5881
Item No 9- Pressure Gauge :- Providing ,erecting Pressure Gauge glyserene gelly filled 150 mm dia as per specifications
2
4020
2010
Item No 10- ATS Starter :-Providing,erecting and commissioning and giving satisfactory test and trial of 40 HP Auto Transformer starter Assembled locally with contactors of approved make suitable for operation on 380-440 volts,3 ph.,50 HZ as per detailed specifications.
2
285310
142655
Item No 11 Cables :- Providing erecting commissioning of Aluminium conductor XLPE, 1.1 kV armoured cable 3C x 70 sqmm armoured Al. cable for motor
25
19500
780
Sub Work No :- 18 Providing, insalling, commissioning V T water lubricated puming machinery for Shahpur ESR + Toranannagar ESR
Item No. 1 : Vertical Turbine PumpSet Providing,erecting & giving test & trial of water lubricated Vertical Turbine Pump Q= 351053 LPH, H=53 m from all causes with 250 mm dia. column assembly & total suspended length of 5 mtr. including bowl assembly as per detailed specifications. The Pump shall be suitable for VHS Motor(.with TPI)
2
3655640
1827820
Item No 2 - Vertical hollow shaft Motor :- Providing, erecting and giving test and trial of vertical hollow shaft TEFC motor 1500 RPM, squirrel cage induction motor,conforming to IS 12615, class IE3 premium, having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-5% with "F" class insulation temperature rise limited to class "B" insulation. 100 HP With TPI
2
1130582
565291
Item No 3 - Sluice Valve :- Providing, erecting, testing & commissioning of Sluice Valve of glandless type & with non rising spindle generally conforming to IS- 14846 as per detailed specifications.PN 1.6
250 mm dia
2
111896
55948
500 mm dia
1
148667
148667
Itrm No 4 - Reflux Valve :- Providing, erecting, testing & commissioning of D.F. Reflux valve of 400 mm dia PN 1.0 rating, generally conforming to IS- 5312, Part I without arrangement as per detailed specifications A) 300 mm dia
2
111990
55995
B) 500 mm dia
1
207688
207688
Item No. 5 -MSDF Pipes & Specials :- Providing and testing M.S.D.F Piping & Specials as per detailed specifications
3000
285000
95
Item No. 6- Dismanting Joints :- Providing and making dismanting joints to the pumpset as per detailed specifications
300 mm dia
2
41614
20807
Item No. 7 - Flanged Joints :- Providing making flanged joints to the dia MSDF pipes & specials as per detailed specifications a) 300 mm
8
11232
1404
B)500 mm dia
4
11528
2882
Item No 8 - PCC Foundation :-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. M-150
2
11762
5881
Item No 9- Pressure Gauge :- Providing ,erecting Pressure Gauge glyserene gelly filled 150 mm dia as per specifications
2
4020
2010
Item No 10- ATS Starter :-Providing,erecting and commissioning and giving satisfactory test and trial of 100 HP Auto Transformer starter Assembled locally with contactors of approved make suitable for operation on 380-440 volts,3 ph.,50 HZ as per detailed specifications.
2
363898
181949
Item No 11 Cables :- Providing erecting commissioning of Aluminium conductor XLPE, 1.1 kV armoured cable 3C x 120 sqmm armoured Al. cable for motor
25
19500
780
Sub Work No :- 19 Providing, insalling, commissioning V T water lubricated puming machinery for Jawahar nagar ESR + Tuljibhavani ESR
Item No. 1 : Vertical Turbine PumpSet Providing,erecting & giving test & trial of water lubricated Vertical Turbine Pump Q= 572112 LPH, H=65 m from all causes with 250 mm dia. column assembly & total suspended length of 5 mtr. including bowl assembly as per detailed specifications. The Pump shall be suitable for VHS Motor(.with TPI)
2
3979460
1989730
Item No 2 - Vertical hollow shaft Motor :- Providing, erecting and giving test and trial of vertical hollow shaft TEFC motor 1500 RPM, squirrel cage induction motor,conforming to IS 12615, class IE3 premium, having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-5% with "F" class insulation temperature rise limited to class "B" insulation. 200 HP With TPI
2
1921754
960877
Item No 3 - Sluice Valve :- Providing, erecting, testing & commissioning of Sluice Valve of glandless type & with non rising spindle generally conforming to IS- 14846 as per detailed specifications.PN 1.6
350 mm dia
2
156002
78001
500 mm dia
1
148667
148667
Itrm No 4 - Reflux Valve :- Providing, erecting, testing & commissioning of D.F. Reflux valve of 400 mm dia PN 1.0 rating, generally conforming to IS- 5312, Part I without arrangement as per detailed specifications A) 350 mm dia
2
170200
85100
B) 500 mm dia
1
207688
207688
Item No. 5 -MSDF Pipes & Specials :- Providing and testing M.S.D.F Piping & Specials as per detailed specifications
3000
285000
95
Item No. 6- Dismanting Joints :- Providing and making dismanting joints to the pumpset as per detailed specifications
350 mm dia
2
56668
28334
Item No. 7 - Flanged Joints :- Providing making flanged joints to the dia MSDF pipes & specials as per detailed specifications a) 350 mm
8
14624
1828
B)500 mm dia
4
11528
2882
Item No 8 - PCC Foundation :-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. M-150
2
11762
5881
Item No 9- Pressure Gauge :- Providing ,erecting Pressure Gauge glyserene gelly filled 150 mm dia as per specifications
2
4020
2010
Item No 10- LT Panel :- Providing , erecting & Commissioning L.T. Control Panel comprising of all required electrical equipments as per detailed specifications.(for all 6 zones )
1
591084
591084
Item No 11 - ATS Starter :-Providing,erecting and commissioning and giving satisfactory test and trial of 100 HP Auto Transformer starter Assembled locally with contactors of approved make suitable for operation on 380-440 volts,3 ph.,50 HZ as per detailed specifications.
2
583402
291701
Item No 12 Cables :- Providing erecting commissioning of Aluminium conductor XLPE, 1.1 kV armoured cable 3run x 3.5C X240 sqmm for in coming supply from trans. to panel
300
410700
1369
Item No 13 Cables :- Providing erecting commissioning of Aluminium conductor XLPE, 1.1 kV armoured cable 2run x 3C X150 sqmm armoured AL cable for motor
100
91900
919
Item No 14 Cables :- Providing erecting commissioning of Aluminium conductor XLPE, 1.1 kV armoured cable 3C X240 mm for APFC
40
56440
1411
Item No. 15- Earthing- Providing & making pipe type earthing of 60 x 60 x 0.6 mm GI earth plate with chember as per IE rules and as per detailed specification
3
19074
6358
Item No. 16- GI Earth wire - providing and fixing GI earth strip connected to nearest earthing and equipments as per IE rules and as per detailed specification
25
11300
452
Item No.17:- HOT - Providing , erecting and commissioning Double Girder electric Operated Circular / Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 5 TON- Above 6 m & upto 8 m span
1
1083190
1083190
B) Sq.Bar 50 X 50mm
20
49060
2453
Item No 18:- APHC Panel :- Supplying and erecting 200 kVar ,440 V3 phase ,50 HZ thyrister switched micro APFC passive filter panel ,consisting of suitable steps of APP type capacitor units with charmonic filter reactors as per specification no CP-ED/APFC
1
651054
651054
Item No. 19 - Electrification - Providing & errecting Indoor & Outdoor Electrification at Jackwell area.
1
49098
49098
Item No 20 Tools :- Supplying tools at jackwell
1
82061
82061
Item No. 21 Test & Trial - Giving test & trial of above pumping machinery for 1 months
1
113670
113670
Sub Work 14- DISTRIBUTION SYSTEM
Material section
Providing DI pipes ( push on joints pressure pipes) of DI of following class and diameters confirming to the Indian Standard specification inclusive cost of jointing materials ( rubber gasket of EPDM quality ) including all statutary duties and taxes such as GST levied by GOI & GOM in all respect, third party inspection charges of TPI agency approved by MJP including transit insurance, railway freight, unloading from railway wagon, loading into the truck, transportation to departmental store / site of work, unloading, stacking etc. complete as directed by engineer in charge. (IS-1536 / 2001 for Pipes & IS-158 / 1969 & IS -12820 /1989 or latest edition / revision with amendments for rubber gasket.) (IS 8329: 2000 latest version)
For connecting Existing Distribution Lines 350 mm DI K-7
234
1044810
4465
300 mm DI K-7
6049
21600979
3571
250 mm DI K-7
3529
10255274
2906
200 mm DI K-7
6050
13527800
2236
150 mm DI K-7
3181
5363166
1686
100 mm DI K-7
1997
2414373
1209
Providing double flanged Sluice valves conforming to IS-2906 /14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps including including inspection charges, transportation upto departmental store, unloading, staking excluding GST levied by GOI & GOM in all respect etc. complete. a) Sluice valve - PN -1 (Without bypass arrangement)
350 mm
4
257524
64381
300 mm
4
175060
43765
250mm
6
206832
34472
200 mm
6
133782
22297
150 mm
8
98408
12301
100 mm
8
65616
8202
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading and unloading excluding GST levied by GOI &GOM in all respect, etc. complete. as per IS - 9523
80 mm to 300 mm
1003.41
153522
153
350 mm and Above
600
111600
186
Providing and supplying D.I. fittings with ISI mark Mechinical joints…etc. comlete
500mm
4
118784
29696
450 mm
2
45954
22977
400 mm
4
79408
19852
350mm
4
63468
15867
300 mm
4
44860
11215
250 mm
4
34612
8653
200 mm
4
26160
6540
150 mm
6
21948
3658
100 mm
6
17940
2990
Labour section
Excavation for foundation / pipe trenches in alltypes of strata such as slushy muddy /marshsy/siushy/earth, soils of all types, sand, gravel and soft murum,hard murum ,soft rock and old cement and lime masonry , hard rock asphat road or concrete road WBM road by all means including chiseling , 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)
21949.86
13754221
626.62
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. Murrum Bedding
2580.21
249248
96.6
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 jointing materials and rubber rings labour etc. complete. For connecting Existing Distribution Lines 350 mm DI K-7
234
52416
224
300 mm DI K-7
6049
1088820
180
250 mm DI K-7
3529
589343
167
200 mm DI K-7
6050
768350
127
150 mm DI K-7
3181
305376
96
100 mm DI K-7
1997
143784
72
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 conrractor. C.I. L.A. Class / Mortar lined D.I.K-9/ K-7
350 mm DI K-7
0.23
5725
24895
300 mm DI K-7
6.05
121187
20031
250 mm DI K-7
3.53
65149
18456
200 mm DI K-7
6.05
85698
14165
150 mm DI K-7
3.18
33666
10587
100 mm DI K-7
2
16022
8011
Lowering, laying and jointing in position following C.I. D/F Reflux 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 arrangement) 350 mm
4
27708
6927
300 mm
4
22484
5621
250mm
6
32520
5420
200 mm
6
24960
4160
150 mm
8
31984
3998
100 mm
8
20360
2545
Giving satisfactory Hydraulic testing of following C.I. D/F Reflux valves, Butterfly valves and Sluice valves 350 mm
2
1542
771
300 mm
2
1250
625
250mm
2
1202
601
200 mm
3
1389
463
150 mm
4
1780
445
100 mm
4
1128
282
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-incharge 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.
500 mm
4
47240
11810
450 mm
2
19360
9680
400 mm
4
35212
8803
350mm
4
29208
7302
300 mm
4
24788
6197
250 mm
4
20800
5200
200 mm
2
8756
4378
150 mm
2
8364
4182
100 mm
2
6814
3407
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.
18466.8
1783892
96.6
Providing and laying in situ, following grades of C.C. of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork,compacting and curing, finishing, etc. complete.
17
104975
6175.05
B.T. Road Re-instating Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 10 proper grade and camber, applying and brooming requisite typ eof screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with intelligent Compactor with compaction analyzer and V-Sat attachment to the required density By Mechanical Means-Grading I (Using Screening Type B (11 2 mm) Aggregate)
3278.79
9706398
2960.36
Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 10 proper grade and camber, applying and brooming requisite typ eof screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with intelligent Compactor with compaction analyzer and V-Sat attachment to the required density By Mechanical Means-Grading II (Using Screening Type B (11 2 mm) Aggregate)
2459.09
7226289
2938.6
Providing and constructing 75 mm thick Modified Penetration Macadam (MPM) road surface including all materials preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specifed grade @ 2 Kg/sqm, spreading 12mm size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG -30 bulk bitumen rates are considered to arrive at rates )
16393.95
5702799
347.86
9MM Seal COAT :- Providing and laying of tyle A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @1.2kg/sq.m preparing existing road surface by mechancial means,spreading chips and rolling ,by static roller having weight 8 to 10 MT etc.complete (VG 30 bulk bitumen rates are considered to arrive at rates )
16393.95
2048424
124.95
Sub Work No.21 : TRIAL RUN
Commissioning, running and maintaining the scheme to quantities, rated capacity, including managing necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
Note : Required chemicals to be supplied by department.free of cost and electricity bill will also be paid by the department
For single village with WTP
1
31690
31690.05
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