Public Health And Municipal Engineering Department Tender
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Public Health And Municipal Engineering Department - PHMED Tender
Civil And Construction
Building Construction
Opening Date15 Feb 2024
Closing Date28 Feb 2024
Tender Amount₹ 6,94,92,569
Costs
EMD
₹ 6,94,926Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
722846Tender No
116/DB/D1/7666/Gooty MIG/2022 Dated 09-02-2024 (2nd call)Tender Authority
Public Health And Municipal Engineering Department ViewPurchaser Address
-Website
http://http://www.appublichealth.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Cutting open BT road surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work. as directed by the departmental officers.
6769.52
610678
90.21
Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work. as directed by the departmental officers.
16499.29
45439540
2754.03
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete In ordinary soils, up to 3.00 Mts depth below GL for Pipe Line trenches by manual means (for 3 m width roads ).
24366.43
8511438
349.31
Excavation in Ordinary Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Ordinary rock (not requiring blasting) up to 3 Mts depth below GL by Manual means (for 3 m width roads)
8702.3
4342535
499.01
Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete Hard rock (benching & chijiling) up to 3 Mts depth below GL by Manual means for 3 m width roads)
1740.46
3751318
2155.36
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines In ordinary soils up to 3.00 Mts depth below GL by Mechanical means (for 3 m width roads)
216443.14
22720036
104.97
Excavation in Hard Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Hard rock (blasting prohibited) up to 3 Mts depth below GL by Mechanical means (for 3 m width roads)
77216.1
100555438
1302.26
Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete Hard rock (benching&chijiling) up to 3 Mts depth below GL by Manual means (for 3 m width roads) 5% of total EW Quantity upto 3.00 m depth by Manual means
15443.22
28001029
1813.16
Earth work Excavation 3.00 m to 6.00 m Depth
-
-
-
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines In ordinary soils from 3.00 Mts to 6.00 Mts depth below GL by Mechanical means (for 3 m width roads)
104177.09
12497084
119.96
Excavation in Ordinary Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Ordinary rock (not requiring blasting) 3.01 to 4.00 m depth below GL by Mechanical means ( for 3 m width roads)
13503.96
1794001
132.85
Excavation in Ordinary Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Ordinary rock (not requiring blasting) 4.01 to 5.00 m depth below GL by Mechanical means (for 3 m width roads).
11602.49
1541391
132.85
Excavation in Ordinary Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Ordinary rock (not requiring blasting) 5.01 to 6.00 m depth below GL by Mechanical means ( for 3 m width roads).
4658.44
618874
132.85
Excavation in Hard Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Hard rock (blasting prohibited) - 3.01 to 4.00 Mts depth below GL by Mechanical means ( for 3 m width roads).
6751.98
8792833
1302.26
Excavation in Hard Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Hard rock (blasting prohibited) - 4.01 to 5.00 Mts depth below GL by Mechanical means (for 3 m width roads).
5801.24
7554723
1302.26
Excavation in Hard Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Hard rock (blasting prohibited) - 5.01 to 6.00 Mts. below GL by Mechanical means ( for 3 m width roads).
2329.22
3033250
1302.26
Earth work Excavation above 6.00m Depth
-
-
-
Excavation in Ordinary Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible ( 3 m width roads) during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Ordinary rock (not requiring blasting) above 6.01 to 7.00 m depth below GL by Mechanical means (for 3 m width roads).
5034.3
668807
132.85
Excavation in Hard Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Hard rock (blasting prohibited) above 6.01 to 7.0 Mts depth below GL by Mechanical means (for 3 m width roads).
6712.4
8741290
1302.26
Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete Hard rock (benching& chiseling ) 6.01 to 7.0 m depth below GL by manual means (for 3 m width roads).
5034.3
9757279
1938.16
Excavation in Ordinary Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Ordinary rock (not requiring blasting) 7.01 to 8.00 m depth below GL by Mechanical means (for 3 m width roads)
1291.2
171536
132.85
Excavation in Hard Rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Hard rock (blasting prohibited) -above 7.01 to 8.0 Mts. depth below GL by Mechanical means.
1721.6
2241971
1302.26
Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete Hard rock ( (benching& chiseling )) -7.01 to 8.0 m. depth below GL by manual means.
1291.2
2542902
1969.41
Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6’-0” (2 Meter) below G.L
10248.85
1694032
165.29
Collection ,Supply and filling of Sand from approved quarry to work site with including cost and convenyance of all material and all labour charges etc. complete as per standard specifications.
94.61
55320
584.72
Collection ,Supply and filling of Stone dust from approved quarry to work site with including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH for bedding of sewer lines
655.16
349069
532.8
Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site including all labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.
94.61
349661
3695.81
supply, & delivery of (DWC) stiffness class SN- 8 structured wall polyethylene/polypropylene piping system with non smooth external annular corrugated and smooth internal surface (Double Wall) for non pressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (S.No. 26 to 28).
-
-
-
150mm OD DWC SN 8 Sewer Lines
118015
40455542
342.8
200mm OD DWC SN 8 Sewer Lines
68127
38707718
568.17
250mm OD DWC Sewer Lines
4899
4300097
877.75
Lowering, laying of Class SN -8 Double wall corrogated (DWC) pipping systemin into ready made trenches, laying true to line and level and perfect linking at joints, encasing the pipe alround with soft gravel of minum bedding of pipe below 15 cm thick, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work. (S.No. 29 to 31).
-
-
-
150mm OD DWC SN 8 Sewer Lines
118015
28157199
238.59
200mm OD DWC SN 8 Sewer Lines
68127
17802266
261.31
250mm OD DWC Sewer Lines
4899
1586296
323.8
supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 5.5 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with high alumina cement mortar lining inside the pipes with out side Zinc coatinginculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (S.No. 32 to 39).
-
-
-
300mm dia DI K7 Sewer Lines
3143
11006880
3502.03
350mm dia DI K7 Sewer Lines
2013
9010953
4476.38
400mm dia DI K7 Sewer Lines
2367
12765657
5393.18
450mm dia DI K7 Sewer Lines
4355
28250580
6486.93
600mm dia DI K7 Sewer Lines
208
2120150
10193.03
700mm dia DI K7 Sewer Lines
244
3177102
13020.91
800mm dia DI K7 Sewer Lines
974
15986583
16413.33
900mm dia DI K7 Sewer Lines
632
12633067
19989.03
Lowering and laying C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply complete (S.No. 40 to 47).
-
-
-
300mm dia DI K7 Sewer Lines
3143
594121
189.03
350mm dia DI K7 Sewer Lines
2013
477262
237.09
400mm dia DI K7 Sewer Lines
2367
684915
289.36
450mm dia DI K7 Sewer Lines
4355
1524381
350.03
600mm dia DI K7 Sewer Lines
208
113320
544.81
700mm dia DI K7 Sewer Lines
244
171500
702.87
800mm dia DI K7 Sewer Lines
974
856838
879.71
900mm dia DI K7 Sewer Lines
632
675886
1069.44
Jointing D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc., complete (S.No. 48 to 55).
-
-
-
300mm dia DI K7 Sewer Lines
687
299553
436.03
350mm dia DI K7 Sewer Lines
440
236826
538.24
400mm dia DI K7 Sewer Lines
517
302093
584.32
450mm dia DI K7 Sewer Lines
951
642581
675.69
600mm dia DI K7 Sewer Lines
46
46974
1021.18
700mm dia DI K7 Sewer Lines
54
68952
1276.88
800mm dia DI K7 Sewer Lines
214
393176
1837.27
900mm dia DI K7 Sewer Lines
139
302862
2178.86
Construction of sewer conical manhole as per type design i) using Cement concrete solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonry in CM (1:5) prop; including CC (1:4:8) bed for foundation not less than 200 mm thick and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick with SRC Cement CM (1:3) Prop., and outside plastering 12 mm thick with OPC cement CM (1:3) Prop., including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone with Conical Portion shall be Precast with eccentric conical shape including cost and conveyance of all other incidental and operational charges etc., OR ii) RCC Precast Manholes with design mix not less than M25 as per the design and drawing approved & directed by the Engineer-in- Charge,
and supporting incoming pipes with concrete block /masonry wherever necessary, including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete for manhole size of dia 0.90 mts and 0.90 m to 1.65 m depth.(S.No. 56 to 57)
-
-
-
Man holes of 0.90m dia - 0.90 m to 1.65 m depth
6443
70058991
10873.66
Extra for lifts of 0.10m height (upto 1.65m)
6443
7397788
1148.19
Construction of sewer conical manhole as per type design i) using Cement concrete solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonry in CM (1:5) prop; including CC (1:4:8) bed for foundation not less than 200 mm thick and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick with SRC Cement CM (1:3) Prop., and outside plastering 12 mm thick with OPC cement CM (1:3) Prop., including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone with Conical Portion shall be Precast with eccentric conical shape including cost and conveyance of all other incidental and operational charges etc., OR
ii) RCC Precast Manholes with design mix not less than M25 as per the design and drawing approved & directed by the Engineer-in- Charge,
and supporting incoming pipes with concrete block /masonry wherever necessary, including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete for manhole size of dia 1.20m and 1.65 m to 2.30 m depth. (S.No. 58 to 59).
-
-
-
Man holes of 1.20m dia and 1.65m to 2.30 m depth
1090
23472322
21534.24
Extra for lifts of 0.10 m height
1090
2317787
2126.41
Construction of sewer conical manhole as per type design i) using Cement concrete solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonry in CM (1:5) prop; including CC (1:4:8) bed for foundation not less than 200 mm thick and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick with SRC Cement CM (1:3) Prop., and outside plastering 12 mm thick with OPC cement CM (1:3) Prop., including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone with Conical Portion shall be Precast with eccentric conical shape including cost and conveyance of all other incidental and operational charges etc., OR
ii) RCC Precast Manholes with design mix not less than M25 as per the design and drawing approved & directed by the Engineer-in- Charge,
and supporting incoming pipes with concrete block /masonry wherever necessary, including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete for Man holes size of dia 1.50m dia and 2.30m to 3.00 m depth. (S.No. 60 to 61).
-
-
-
Man holes of 1.50m dia and upto 2.30m and above depth
640
27150982
42423.41
Extra for lifts of 0.10m height
640
1623936
2537.4
Construction of sewer conical manhole as per type design i) using Cement concrete solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonry in CM (1:5) prop; including CC (1:4:8) bed for foundation not less than 200 mm thick and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick with SRC Cement CM (1:3) Prop., and outside plastering 12 mm thick with OPC cement CM (1:3) Prop., including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone with Conical Portion shall be Precast with eccentric conical shape including cost and conveyance of all other incidental and operational charges etc., OR
ii) RCC Precast Manholes with design mix not less than M25 as per the design and drawing approved & directed by the Engineer-in- Charge,
and supporting incoming pipes with concrete block /masonry wherever necessary, including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete for Man holes size of 1.50m dia and 3.01 to 5.0 m depth. (S.No. 62 to 63)
-
-
-
Total no.of Manholes for 3.01 to 5.0 m depth
491
28229279
57493.44
Total no .of extra lifts of 0.10 m height for 3.01 to 5.0 m depth
471
1547183
3284.89
Construction of sewer conical manhole as per type design i) using Cement concrete solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonry in CM (1:5) prop; including CC (1:4:8) bed for foundation not less than 200 mm thick and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick with SRC Cement CM (1:3) Prop., and outside plastering 12 mm thick with OPC cement CM (1:3) Prop., including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone with Conical Portion shall be Precast with eccentric conical shape including cost and conveyance of all other incidental and operational charges etc., OR
ii) RCC Precast Manholes with design mix not less than M25 as per the design and drawing approved & directed by the Engineer-in- Charge,
and supporting incoming pipes with concrete block /masonry wherever necessary, including finishing the gap with CM (1:3) proportion inside and outside, including fixing of manhole frame and cover (excluding cost of MH frame & cover) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete for Man holes size of 1.50m dia and 5.01 to 8.0 m depth.(S.No. 64 to 65).
-
-
-
Total no .of Manholes for 5.01 to 8.0 m depth
90
12424515
138050.17
Total no .of extra lifts of 0.10 m height for 5.01 to 8.0 m depth
110
406233
3693.03
Supply & Delivery of manhole frames and covers of size not less than 560 mm dia clear opening.
-
-
-
Supply & Delivery of SFRC Manhole frame and covers of 560 mm dia., clear opening HD-20 ISI mark as per BIS:12592 (Part 1&2) any where in A.P., F.O.R. destination including, loading, un-loading & stacking at site excluding central excise duty, sales tax, octroi and other Govt levies etc., as applicable for Low Traffic areas
6127
14848478
2423.45
Supply & Delivery of DI Manhole frame and covers of 560 mm dia., clear opening (DI fitting) for High Traffic areas
105048
12450289
118.52
Brick work in CM 1:6 (one cement &three sand) using country bricks Kiln Burnt Size of (8 3/4' x 4 1/4' x 2 3/4') including finishing, curing,etc., complete complying with standard specification for Flushing tanks
179.4
1011692
5639.31
Carting of surplus excavated rock/Soil within a lead of 5 Km from the site to a distance suitable including loading charges, cost & conveyance, dumping, labour charges and other incidental and operational charges etc., complete. (S.No. 69 to 71)).
-
-
-
Excavated Rock Qty
118184.09
6566308
55.56
Qty of Earth & Road cutting debries from work site to dumping yard
37115.04
2137826
57.6
Qty of Earth to be decarted from road side to work site during refilling for narrow roads
29587.81
1704258
57.6
Bailing out water from the pipe line trenches with oil engine driven pumpsets, including hire charges, fuel charges and wages for Driver and Helper and all other incidental and operational charges including suction and delivery hose, lead of drain in to natural drain etc, complete.
1050
60344
57.47
Restoration of damaged 20mm dia 10 KSC water supply house service connections with ISI mark UPVC pipes for portable watersupply and fittings so as not to disturb the existing water supply connections during earth work excavation for trenches and during laying of new mains in including cost and conveyance of all materials, labour charges and with all incidental and operational charges etc., complete.
10000
556700
55.67
Restoration of damaged 110mm dia 4 KSC existing water supply and house sewer service connections including earth work excavation and all leads and lifts, laying new main, refilling the trenches, incluidng cost, all taxes and duties and conveyance of all materials to site, labour charges etc., complete as directed by the departmental officers.
2000
658960
329.48
Restoration of Roads
-
-
-
Restoration of damaged 110mm dia, 160mm dia and 200mm dia existing water supply pipe lines with HDPE pipes for portable water supply and fittings during earth work excavation for trenches and during laying of new mains in including cost and conveyance of all materials, labour charges and with all incidental and operational charges etc., complete.
-
-
-
Supply, & delivery of HDPE pipes conforming to IS 4984 - 1995 inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST ( PE-100/6KSC) (S.No. 75 to 77).
-
-
-
110mm HDPE (PE-100/6KSC)
2000
683420
341.71
160mm HDPE (PE-100/6KSC)
500
357740
715.48
200mm HDPE (PE-100/6KSC)
500
556500
1113
Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure.( the element of testing charges is to be considered as 20% of the combined rate for laying, jointing and testing. This 20% shall be released only after satisfactory testing of the pipe line to the required pressure.) (S.No. 78 to 80).
-
-
-
110mm HDPE (PE-100/6KSC)
2000
97920
48.96
160mm HDPE (PE-100/6KSC)
500
37075
74.15
200mm HDPE (PE-100/6KSC)
500
51915
103.83
supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (S.No. 81 to 86).
-
-
-
Long neck
-
-
-
110mm HDPE (PE-100/6KSC)
4
723
180.65
160mm HDPE (PE-100/6KSC)
1
426
426.06
200mm HDPE (PE-100/6KSC)
1
833
832.8
MS Flanges
-
-
-
110mm HDPE (PE-100/6KSC)
8
1100
137.47
160mm HDPE (PE-100/6KSC)
2
536
268.13
200mm HDPE (PE-100/6KSC)
2
979
489.68
Restoration of damaged 100mm dia and 150mm dia existing water supply pipe lines with AC pressure pipes for portable watersupply and fittings during earth work excavation for trenches and during laying of new mains ncluding cost and conveyance of all materials, labour charges and with all incidental and operational charges etc., complete.
-
-
-
supply of AC pressure pipes duly marked with bis mark, including cost of material, incidental handling, loading and packing charges, inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (S.No. 87 to 88).
-
-
-
100mm dia AC pressure pipes class 15
1500
459045
306.03
150mm dia AC pressure pipes class 15
1000
562240
562.24
supply & delivery of A.C. Couplings (mazza process)excluding cost of rubber rings to suit ac pressure pipes including cost of material, incidental handling, packing,transportation and unloading at site transit risk but but excluding GST (S.No. 89 to 90).
-
-
-
100mm dia AC pressure pipes class 15
500
69875
139.75
150mm dia AC pressure pipes class 15
333.33
68169
204.51
Supply of rubber rings manufactured as per bis: 5382/1988 with bis mark embossed per each set suitable for A.C Couplings including cost of material, incidental, handling, packing, transportation and unloading at site transit risk etc., but excluding GST (S.No. 91 to 92).
-
-
-
100mm dia AC pressure pipes class 15
500
69870
139.74
150mm dia AC pressure pipes class 15
333.33
68166
204.5
Lowering, laying and Jointing of AC Pressure pipes with AC Couplings or CID Joints complete with Rubber Rings in readymade trenches true to alignment and gradient including filling with water lead upto 500 mts and testing to required pressure including all sundries but excluding cost of jointing materials and conveyance from source of supply as per BIS No. 6530/72 (S.No. 93 to 94)
-
-
-
100mm dia AC pressure pipes class 15
1500
148320
98.88
150mm dia AC pressure pipes class 15
1000
129610
129.61
Cement Concrete Roads
-
-
-
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. Grading - II
24117.52
28512697
1182.24
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying primer, sealant, near approaches to bridge / culvert and construction joints, curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. restoration of CC Roads
54467.5
304636728
5593
Collection ,Supply and filling of Gravel from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH
2859.35
875990
306.36
Providing & Placing on Terrace(at all floor levels) polyethylene water storage tank with Double layer approved brand & manufacture with cover and suitable locking arrangement & making necessary holes for inlet & outlets and over flow pipes but without fittings & base support for tanks
375000
2557500
6.82
Supply, delivery, erection , testing and commissioning of Non clog sewage Submersible Pump sets including all Suction, Delivery Connections, Panel Board etc., Complete to pump Raw Water from collection wells and lifting stations to proposed STPs in various locations with a total capacity of pumps sets 343 KW when two pumps are running parallel and one stand by inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST.
-
-
-
Providing, erecting, testing and commissioning of non clog sewage submersible pump with SS CF8 M Impellar, CI casing, SS 410 shaft suitable for 3 Phase 415V, 50 Hz, AC supply, submersible motor having TEFC enclosure with class F insulation and IP 68 protection. The scope shall include all required accessories viz, auotmatic coupling device, guide pipe, chain with shakle, flat submersible cable upto starter panel through suitable size GI pipe with necessary electrical connection with the starter panel and as per specification. Submersible Pump with suitable motor , inclusive of startup and commissioning spares Solids handling capacity of 50mm at Proposed Lifting stations at Zone-I (1 No.) ,Zone-II (1 No.) Zone-IVB (3 No.), Zone V( 1No.) & Zone VI(1 No.) (S.No. 99 to 110).
-
-
-
In Zone 4B @ MH-380- 1KW sewage pump sets to give a discharge of 2.02 LPS(each pump) aginst a head of 16 Mts at proposed lift station with 100% stand by- 2 Nos
2
50000
25000
In Zone 4B @ MH-391- 1KW sewage Pump sets to give discharge of 2.45LPS(each pump) aginst a head of 13 Mts at proposed lift station with 100% stand by- 2 Nos
2
50000
25000
In Zone 4B @ O-3 - 2 KW sewage Pump sets to give discharge of 7.14 LPS(each pump) aginst a head of 13 Mts at proposed lift station with 100% stand by- 2 Nos
4
100000
25000
In Zone I @ O-5 - 4 KW sewage Pump sets to give discharge of 21.4 LPS(each pump) aginst a head of 10 Mts at proposed lift station with 100% stand by- 2 Nos
8
200000
25000
In Zone 2 @ O-1 - 10 KW sewage Pump sets to give discharge of 86.10 LPS (each pump) aginst a head of 8 Mts at proposed lift station with 100% stand by- 2 Nos
16
400000
25000
In Zone 5 @ O-1 - 3 KW sewage Pump sets to give discharge of 20.31 LPS(each pump) aginst a head of 7 Mts at proposed lift station with 100% stand by- 2 Nos
6
150000
25000
In Zone 6 @ O-1 - 3 KW sewage Pump sets to give discharge of 10.66 LPS(each pump) aginst a head of 14 Mts at proposed lift station with 100% stand by- 2 Nos
6
150000
25000
Supply, delivery and Installation and testing of sewage submersible pumpsets at Proposed pumphouses near Sewage treatment plants at Zone-I (1 No.), Zone II (1No.) Zone-III (2 No.), Zone-V (1 No.)
-
-
-
Zone-1 - 65KW of sewage pump sets to give a discharge of 211 LPS(each pump) aginst a head of 19 Mts with 50% stand by- 3 Nos
195
4875000
25000
Zone-2 (3.75 mld)- 12KW of sewage pump sets to give a discharge of 86.1 LPS(each pump) aginst a head of 9 Mts with 50% stand by- 2 Nos
24
600000
25000
Zone-3 - 6KW of sewage pump sets to give a discharge of 26 LPS(each pump) aginst a head of 14 Mts with 100% stand by- 2 Nos
12
300000
25000
Zone-3A- 11 KW of sewage pump sets to give a discharge of 42 LPS(each pump) aginst a head of 16 Mts with 100% stand by- 2Nos
22
550000
25000
Zone-V - 23 KW of sewage pump sets to give a discharge of 92 LPS(each pump) aginst a head of 16 Mts with 100% stand by- 2 Nos
46
1150000
25000
Providing & erecting Single girder type fully electrically operated EOT crane with electrically operated hoist, class II duty, geared travelling trolley with seven mtr lift complete with long travel rail track (40 mm sq.bar), moving or cross girder, all three motions electrically operated by suitable rating motor IP 54, control panel & down pendant control, brake, safety device, cables from motor to starter panel & other required accessories & tested to 50% overload (S.No. 111).
-
-
-
Capacity 3 T
1
510000
510000
Supply, delivery, lowering, laying, jointing and testing of 100 mm dia to 500 mm dia DI-K9 (8500 mts length) sewage pumping mains from lifting stations at various locations to collections wells and from collection wells to STPs including fixing of DI valves and construction of thrust blocks and RCC valve chambers
-
-
-
Earthwork in excavation for pipe line trenches as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (Mechanical)
7145.93
750108
104.97
Earthwork in excavation for pipe line trenches in ordinary soil as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Manual Excavation
1786.48
399689
223.73
Bailing out water from Pipe line trenches with oil driven pump sets, including hire charges, fuel charges for driver & helper etc., complete., (HP-HR)
210
12069
57.47
Supply and Delivery of DI K9 pipes conforming to IS: 8329 / 2000 suitable for push on joints (Rubber Gasket D Jointing) with high alumina Cement mortar lining inside the pipes with outside zinc coating inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (S.No. 115 to 120).
-
-
-
100 mm dia DI K9 pipe
4000
5088720
1272.18
150 mm dia DI K9 pipe
350
658823
1882.35
200 mm dia DI K9 pipe
50
124535
2490.7
250 mm dia DI K9 pipe
4050
13291331
3281.81
300 mm dia DI K9 pipe
50
207749
4154.98
500 mm dia DI K9 pipe
50
435430
8708.59
Lowering and laying C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply complete (S.No. 121 to 126).
-
-
-
100 mm dia DI K9 pipe
4000
182720
45.68
150 mm dia DI K9 pipe
350
26044
74.41
200 mm dia DI K9 pipe
50
5409
108.18
250 mm dia DI K9 pipe
4050
591908
146.15
300 mm dia DI K9 pipe
50
9452
189.03
500 mm dia DI K9 pipe
50
20403
408.05
Jointing D.I. pipes and fittings with rubber gasket (push-on-joint), excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc., complete (S.No. 127 to 132).
-
-
-
100 mm dia DI K9 pipe
771
152858
198.26
150 mm dia DI K9 pipe
68
17656
259.64
200 mm dia DI K9 pipe
10
2967
296.73
250 mm dia DI K9 pipe
780
261838
335.69
300 mm dia DI K9 pipe
10
4360
436.03
500 mm dia DI K9 pipe
10
8382
838.19
Supply & delivery of centrifugally cast (spun) ductile iron fittings conforming to is:9523/2000 having dimentions as per table. All specials are zinc coated externally with inside mortar lining (with finishing as per class 13/is 9523/2000) inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST
3000
241800
80.6
Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (S.No. 134 to 139).
-
-
-
100 mm dia
4
90029
22507.2
150 mm dia
1
32293
32292.94
200 mm dia
1
43710
43709.63
250 mm dia
1
60019
60019.19
300 mm dia
1
92638
92638.32
500 mm dia
1
285091
285091.16
Supply and delivery of DI D/F Tilting Swing Check Valves Slanted/Straight seated with metallic, corrosion proof and wear resistant seat faces resilient seat, Body and Disc of ductile cast iron GGG 40/SG Iron 420/12 or equivalent grade as per IS 3896(part2)-1985 and subsequent revisions. All the inside and outside of the body is to be coated with double coating of epoxy liquid. Drilled as per IS:1538. Specification and Dimensions as per I.S 5312 or equivalent codes. inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (S.No. 140 to 145).
-
-
-
100 mm dia
4
96553
24138.16
150 mm dia
1
32293
32292.94
200 mm dia
1
40448
40447.72
250 mm dia
1
58388
58388.24
300 mm dia
1
84484
84483.54
500mm dia
1
306294
306293.59
Labour charges for lowering and keeping in position of D.I. D/F Swing Check type Reflux valves (Non Return Valves) complete (S.No. 146 to 151).
-
-
-
100 mm dia
4
723
180.87
150 mm dia
1
307
306.56
200 mm dia
1
506
505.75
250 mm dia
1
719
718.73
300 mm dia
1
1023
1023.26
500mm dia
1
3216
3216.16
Labour charges for lowering and keeping in position of D.I. swing check valves complete (S.No. 152 to 157).
-
-
-
100 mm dia
4
723
180.87
150 mm dia
1
307
306.56
200 mm dia
1
506
505.75
250 mm dia
1
719
718.73
300 mm dia
1
1023
1023.26
500mm dia
1
3216
3216.16
Supply and delivery of Single Chamber DI Air Valve (PN-16) conforming to IS 14845 including isolating Sluice Valve conforming to IS 14846 with Body and cover in Ductile Iron of grade GGG40/SG 400/12 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of austenitic alloy steel, DI50 Float and Gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue .Drilled as per IS:1538 including cost of Flanged Tee, inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST 50 DN PN1.6 ( Air Valve)
17
271717
15983.37
Labour charges for fixing kinetic Air Valves with isolating Sluice valves 50 DN PN1.6 ( Air Valve)
17
5020
295.29
Construction of RCC Valve chambers from 150mm to 500mm dia valves -For non return valves and swing check valves (Size should be of 1.50mts *1.50mts and side wall should be of minimum 150mm thick)
28
1051316
37547
Plain Cement Concrete (1:4:8) using 40mm metal including cost and conveyance of all materials, seigniorage charges, labour charges, mixing charges, consolidation, levelling, cantering charges etc., complete
5.4
19957
3695.81
RCC in M 20 Grade design mix using 20mm downgraded SS-5 HBG m/c metal, coarse and fine aggregates conforming to IS: 383, as per mix design for fair degree of quality control including cost and conveyance of all materials, machinery, all labour charges, machine mixing, vibration, curing and all incidental & operational charges etc., complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges etc., complete (S.No. 162 to 164).
-
-
-
Foundations for pillars (@ crossing of bridge)- a total length of 200m-Footing
6.91
56565
8185.95
pillars (@ crossing of bridge)- a total length of 200m-Columns
31.5
347198
11022.16
For Thrust block
50.44
412899
8185.95
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying complete for finished item of work in all floors.( APSS No.126) inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST
5733
382448
66.71
4.Construction of 7 Nos of Sewage Lifting stations for Zone I - 1 NO. , Zone- II- 1 NO. ZONE- IVB- 3 NO.s, Zone V - 1No. and Zone VI - 1 No. in Rayachoty Municipality
-
-
-
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.(upto 3m) In ordinary soils up to 3.00 Mts depth below GL by Mechanical means:
213.58
22419
104.97
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means. (upto 3.01 to 6 m) In ordinary soils3.00 to 6mts depth below GL by Mechanical means:
40.84
4899
119.96
Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
7.83
4578
584.72
Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.
6.86
25353
3695.81
Supply and placing of the Design Mix Concrete M-30 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.(bottom raft)
17.85
149843
8394.54
Supply and placing of the Design Mix Concrete M-30 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for SIDE WALL
65.5
882794
13477.77
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying, Including complete for finished item of work.( APSS No.126) inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST
7025
468638
66.71
supply and delivery of encapsulated plastic steps for man holes including cost of materials packing as per company’s standards, (30 cm intervals staggered by 30 cm.) inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST
97
18294
188.6
MECHANICAL ITEMS (inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST )
-
-
-
Supply, delivery and fixing of SS Fine bar screen type SS - 304 grade flat strips of size 1000 mm length, 25 mm width and 2 mm thichness with frame.
86.7
45509
524.9
Providing, supplying, fixing, testing ventilation fans as per specification
14
170002
12143
Providing and fixing CO2 type portable fire extinguisher (5 kg)
14
74088
5292
Vent pipe(100 mm dia CI (spun) soils Waste & Ventilating pipe (3 M))
7
13449
1921.23
SUCTION WELLS
-
-
-
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.(upto 3m) In ordinary soils up to 3.00 Mts depth below GL by Mechanical means:
330.22
34663
104.97
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.(upto 3.01 to 6 m) In ordinary soils up to 3.00 Mts depth below GL by Mechanical means:
159.75
19164
119.96
Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
10.09
5900
584.72
Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.
10.09
37291
3695.81
Supply and placing of the Design Mix Concrete M-30 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.(bottom raft)
50.19
421322
8394.54
Supply and placing of the Design Mix Concrete M-30 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for SIDE WALL
119.5
1424395
11919.62
Supply and placing of the M30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.-Slabs
25.36
259081
10216.12
Brick work in CM 1:6 (one cement &three sand) using country bricks Kiln Burnt Size of (8 3/4' x 4 1/4' x 2 3/4') including finishing, curing,etc., complete complying with standard specification Side wall above floor slab
5.89
33216
5639.31
Side wall above floor slab
-
-
-
Supply and placing of the Design Mix Concrete M-30 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for Beams
4.45
47023
10566.87
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying, Including complete for finished item of work.( APSS No.126) inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST
16963.8
1131655
66.71
supply and delivery of encapsulated plastic steps for man holes including cost of materials packing as per company’s standards, inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (30 cm intervals staggered by 30 cm.)
120
22632
188.6
Plastering with CM (1:3), 12 mm thick- Inside walls Including cost and conveyance of all materials and labour charges.
126.78
19480
153.65
Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing Including cost and conveyance of all materials and labour charges
154.08
66906
434.23
Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, 2 Coats (All Colours) for external walls
209.31
32301
154.32
Painting to new walls with 2 coats of ready mixed oil bound wahsable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls
178.98
23020
128.62
Providing White washing to ceiling and / or sloping roof surface in two coats with lime of approved quality, to give an even shade, including cost of materials, labour complete as per specification and as directed by the Engineer with all lead and lifts etc., complete
105.39
4604
43.69
Supply and fixing of pre-painted steel openable windows base steel as per IS 513 of -0.58 mm thick 'D" quality, galvanized as per IS 277 , finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer, section for outer frame of 46 x 52 mm section and for shutter of 46 x 46 mm section for mullion 46 x 70 mm, and section for beading should be 18 x 25 mm with 5 mm thick plain float glass fitted with Ethyl propylene Diamine monomer Gasket (EPDM) and handle made of high grade aluminium powder coated with frames fixed to the concrete /masonry wall by means of self expanding screws including 10 mm square guard bars with 6" pitch complete for finished item of work .
12.6
86952
6900.98
Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special spn: 1108
34.3
124626
3633.41
Supply and Delivery and fixing of 110 mm dia 3 M Single Socket PVC/SWR pipe - 6 Kg/sq.cm - for rain water pipes
28
7433
265.48
Supply and Installation of 600mm x 75mm x 2mm thick GI Ladder type cable tray along with required angle supports, with coupler plates, Anchor bolts and nuts etc complete and the tray should be fitted on the wall / Ceiling etc. complete. (ELEC-4.2.2.d)
43.12
36221
840
Construction of Compound Wall for Lifting Station (minimum height of compound wall should be 2.00 mts and wall thickness should be of 0.23mts and length of 15 mts on surrounding 4 sides of lifting station)
-
-
-
Construction of compound wall around Lifting station with VRCC column & plinth beam (M20) , brick work and plastering , the cost is inclusive of excavation , pcc 1:4:8 , providing VRCC footing(M20) , column , brick work in CM 1:6 , necessary plastering , shuttering , white washing to compound wall ,refilling of excavated earth , conveyance of surplus earth and provoding reinforcement as per code etc all complete.
420
2040125
4857.44
Supplying and fixing MS gates (2 Nos.) including one coat of primer with red lead etc. complete as directed.
294
25087
85.33
Sewer Lines between screen chamber and suction well at Lift station
-
-
-
Supply & Delivery of Centrifugally cast (Spun) Ductile Iron 600mm dia K7 pressure pipes for water, gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9 suitable for push-on-joint (rubber gasket d jointing) with High Aluminia Cement mortar lining inside the pipes with outside zinc coating. including transportation and excluding GST
20
203861
10193.03
Lowering the 600mm DI K7 pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985
20
10896
544.81
Supply, delivery and fixing of ISMB 250 supporting for the Chain Pully Block incluidng transporation and all incidental charges complete etc., but excluding GST
1081.7
92301
85.33
Supply and fixing of Chain Pulley incluidng transporation and all incidental charges complete etc., but excluding GST
7
28000
4000
Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site etc complete for finished item of work
700
59731
85.33
5. Supply, delivery, erection, testing and commissioning of 1 No160 KVA, 2 Nos of 25 KVA and 1 No 63 KVA Amorphous core Copper Wound Transformer, DP Structure and dedicated feeder main from nearest sub station with all accessories and civill works including charges payable to APSPDCL and obtaining all permissions from APCPDCL at collections at proposed STPs
-
-
-
Supply and Transportation of ISI marked copper wound Transformers 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONANtype , Standard accessories, winding temperature rise of 45°C/40°C first fill oil, having permissible total loss values not exceeding 7.5%of the maximum total loss values for 11 KV as per Energy Efficiency Level - 2 at basic Insulation level conforming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014 described as above with Cable box on HV side and Bus duct on LV Side , ON load Tap changer(OLTC) +10% to -10%, etc., complete and as per the following continuous rating ke:Schneider/Kirloskar/Voltamp/ Esennar/ Toshiba/ KPEL/ Powertech (S.No. 205 to 208)
-
-
-
2. Rated KVA : 160 KVA, 25 kva-2 no.s & 63 KVA
-
-
-
For each transformer
-
-
-
3. Service & Location: Continuous Outdoor Distribution Transformer
-
-
-
4. Mounting : Plinth.
-
-
-
5. Wound : Copper Double wound
-
-
-
6. Type : Core type oil immersed
-
-
-
7. Cooling : ONAN
-
-
-
8. Temp Rise : 40⁰C in oil 45⁰C by resistance
-
-
-
9. Vector Group: Dyn 11
-
-
-
10. Primary Connection : Delta
-
-
-
11. Nominal Voltage / Current : ______
-
-
-
12. Highest system Voltage: 12000V
-
-
-
13. Primary Frequency :50 HZ +/- 3%
-
-
-
14. Number of Phases : 3
-
-
-
15. Primary wires: 3
-
-
-
16. Secondary connection : Star
-
-
-
17. Secondary Volts / Current : 433V
-
-
-
18. Secondary phases : 3
-
-
-
19. Secondary wires: 4
-
-
-
20. Taps on primary winding for primary voltage variation : +5% to - 10% in steps of 2.5% of 7 position (6 Steps)
-
-
-
21. Terminal arrangement.
-
-
-
a.HV: HT terminal box as per the site condition.
-
-
-
b. LV: Cable box suitable to receive ------------Sq.mm XLPE cable
-
-
-
22. LV:One separate terminal for earthing.
-
-
-
23. Total Losses at 50% Loading [Watts] [Max] : 955 Wats
-
-
-
24. Total Losses at 100% Loading [Watts] [Max] : 2750 Wats
-
-
-
25. Percentage Impedance at 75 deg C AT 4.5
-
-
-
26. No load Current Less than 2% of full load Current
-
-
-
27. Standrad Fittings & Accessories.
-
-
-
a. Rating and terminal marking plate: One
-
-
-
b. Lifting Lugs:Two
-
-
-
c. Off-circuit tap switch :One
-
-
-
d. Earthing Terminals :Two
-
-
-
e. Radiators ( Attachable) :Adequate
-
-
-
f. Explosion vent with Diaphragm :One
-
-
-
g. Conservator with Drain plug:one
-
-
-
h. Oil filling hole with cap :One
-
-
-
i. Oil level indicator : One
-
-
-
j. Dehydrating Silicagel Breather : One
-
-
-
k. Terminal Arrangement: HV With Treminal Box
-
-
-
l. Terminal Arrangement : LV Cable Box
-
-
-
m. Separate Neutral Bushing : One
-
-
-
n. Filter valve with blanking plate : One
-
-
-
o. Drain cum filter valve with blanking plate : One
-
-
-
p. Air release device : One
-
-
-
q. Thermometer Pocket : One
-
-
-
r. Four :Unidirectional flat rollers
-
-
-
s. One :10Cm dial thermometer(Rigid stem type)
-
-
-
Zone-I(160KVA)
1
550000
550000
Zone-III(25KVA)
1
60000
60000
Zone-IIIA(25KVA)
1
60000
60000
Zone-V(63KVA)
1
105000
105000
Constrution of 11 KV tranformer yard, yard lighting, D.P structures with Conductor, Kiosk, resisters, Fuse Carries, metalling and all necessary civil works consisting of suitable breaker for Group control, AB switch, Drop out fuse, LAS ,CT, PT, ACSR for outgoing supply with all necessary hardware and connectors, fencing, metal spreading, gate and earthing etc., as per IE rules and as per approved drawing of the APSPDCL / PHED and as per Technical Specification.
4
748000
187000
Providing 11 KV HT Power line with 55 Sq.mm AAA conductor over 9.1 Mts PSCC at 60 Mts span, 75 Kg/Sq.m wind pressur working load 140 Kgs with the accessories required for 1 Kms 9.1 Mts PSCC Ploe - 18 Nos, 1.07 Mts channle / V cross - 18 Nos, Top Clamp with cleat - 16 Nos, Back Clamp - 17 Nos, stayset complete - 10 Nos, Bracing set with double cross arm - 1 set, 55 Sq.mm AAA Conductor - 3.06 Kms, 11 KV pin insulator with pin - 54 Nos, strain insulator with metal parts - 12 Nos, concereting of pole, stay sets& Base concreting and miz. itemes like coil earthing, pipe earthing, danger, bolts and nuts etc., including cost and transportation of all materials, labour charges and all incidental charges and also including supervision charges payable to the APSPDCL and as per Technical Specification. (Proposed collection wells and lifting stations)
4
1239600
309900
Providing of 11 KV Vacum Circuit Breaker in sub-station including bay extension as per IE rules and as per specifications approved by the APSPDCL authorites including cost and converyanc to site of work erection charges Civil works and all labor charges etc., complete for finished item of work and as per Technical Specification. (Proposed collection wells and lifting stations)
4
1230800
307700
APSPDCL Charges
273
819000
3000
6.Construction of 4 Nos of Collection well cum Pump Houses at Zone I - 1 No , Zone- III- 1 No, ZONE- III A- 1 No, Zone V - 1 No with including all Mechanical and Electrical instalations
-
-
-
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.In ordinary soils up to 3.00 Mts depth below GL by Mechanical means:
1011.4
106167
104.97
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.For Screen well ( 3 m to 6 m) In ordinary soils 3.00 Mts to 6.00 Mts depth below GL by Mechanical means:
824.25
98877
119.96
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.For Screen well ( 6 m to 9 m) In ordinary soils 6.00 Mts to 9.00 Mts depth below GL by Mechanical means:
495.18
72821
147.06
Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
30.04
17565
584.72
Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.
30.04
111022
3695.81
Supply and placing of the Design Mix Concrete M-30 corresponding to IS 456 using Concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.(bottom raft) (Excluding seinarage charges GST and NAC)
141.51
1187911
8394.54
Supply and placing of the Design Mix Concrete M-30 corresponding to IS 456 using Concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for SIDE WALL
329.83
4445373
13477.77
Supply and placing of the M30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.-Slabs
45.42
464016
10216.12
Supply and placing of the Design Mix Concrete M-30 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for Beams
5.19
54842
10566.87
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying, Including complete for finished item of work.( APSS No.126)
51676
3447306
66.71
Brick work in CM 1:6 (one cement &three sand) using country bricks Kiln Burnt Size of (8 3/4' x 4 1/4' x 2 3/4') including finishing, curing,etc., complete complying with standard specification Side wall above floor slab
27.05
152543
5639.31
Plastering with CM (1:3), 12 mm thick- Inside walls Including cost and conveyance of all materials and labour charges.inside walls
175.39
26949
153.65
Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing Including cost and conveyance of all materials and labour charges External wall
190.99
82934
434.23
Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, 2 Coats (All Colours) for external walls
233.99
36109
154.32
Painting to new walls with 2 coats of ready mixed oil bound wahsable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls
216.66
27867
128.62
Providing White washing to ceiling and / or sloping roof surface in two coats with lime of approved quality, to give an even shade, including cost of materials, labour complete as per specification and as directed by the Engineer with all lead and lifts etc., complete
187.62
8197
43.69
Providing and fixing of Openable Windows made of pre-painted steel (Base steel as per IS 513 of 0.6mm thick galvanized as per IS 277 with Zinc of 120 GSM), primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and section for outer frame of 48 x 50 mm, centre mullion of 48 x50mm, section for shutter of 47 x 20 mm and the outer frame and mullions to have rebate for glazed shutter with a 20 mm provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, handle, stay, 2 nos. of stainless steel heavy duty pivot hinges provided per shutter and windows fitted with 5 mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work
10.8
74531
6900.98
Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special spn: 1108
19.6
71215
3633.41
Supply and Delivery and fixing of 110 mm dia 3 M Single Socket PVC/SWR pipe - 6 Kg/sq.cm - for rain water pipes
16
4248
265.48
Supply and Installation of 600mm x 75mm x 2mm thick GI Ladder type cable tray along with required angle supports, with coupler plates, Anchor bolts and nuts etc complete and the tray should be fitted on the wall / Ceiling etc. complete. (ELEC-4.2.2.d)
28.64
24058
840
supply and delivery of encapsulated plastic steps for man holes including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete (30 cm intervals staggered by 30 cm.)
217
40926
188.6
MECHANICAL ITEMS (Excluding seinarage charges GST and NAC)
-
-
-
Supply, delivery and fixing of SS Fine bar screen type SS - 304 grade flat strips of size 1000 mm length, 25 mm width and 2 mm thichness with frame
110.16
57823
524.9
Providing, supplying, erecting, testing and commissioning of Mechanical multi rake coarse bar screen with bar sizing of 50mm wide x 10mm thick and having 20mm clear gap between screen bar of SS 316L. Size 750mm width x 750mm SWD + 500 mm Free Board
4
680000
170000
Providing, supplying, erecting, testing and commissioning of differential level sensor
2
320000
160000
Providing, supplying, erecting, testing and commisioning of Belt conveyor to transfer screening from mechanical bar screen to screenings collection trolley.
2
319400
159700
Providing, supplying, erecting, testing and commissioning SS Sluice gate 1000mm (W) x 1000mm (H)
4
904000
226000
Providing, supplying, fixing, testing ventilation fans as per specification
5
60715
12143
Providing and fixing CO2 type portable fire extinguisher (5 kg)
5
26460
5292
Supply and Delivery and fixing of 110 mm dia 3 M Single Socket PVC/SWR pipe - 6 Kg/sq.cm - for rain water pipes incluidng transporation and all incidental charges complete etc., but excluding GST
12
3186
265.48
Supply & Delivery of ISMB 250 Supporting For the Chain Pully Block incluidng transporation and all incidental charges complete etc., but excluding GST
969.8
82753
85.33
Sewer Lines between screen chamber and suction well at Lift station
-
-
-
Supply,Delivery of DI K7 pipes Conforming to IS 458/203 with high alumina Cement mortar lining inside the pipes with outside zinc coating inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (S.no. 243 to 244)
-
-
-
600mm dia DI K7 pipe
18
183475
10193.03
900mm dia DI K7 pipe
6
119934
19989.03
Lowering the DI K7 pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 (S.no. 245 to 246)
-
-
-
600mm dia DI K7 pipe
18
9807
544.81
900mm dia DI K7 pipe
6
6417
1069.44
(B) Electrical Items
-
-
-
Supply,Installation and commissioning of LT Distribution boards as per specification ; all complete works
-
-
-
Motor Control Centre(MCC): Supply, Installation, Testing ad Commissioning of MCC, cubicle type with 415V, 50 Hz, 3 PH, TPN, 35 kA for 1 sec, wtih IP-54 enclosure with bottom entry incomer & outgoing with metering and protection as per specification
-
-
-
Incomer-Mains: Supply of 630A 4 Pole, 50kA Air Circuit Breaker electrically fixed Confirms to IS 13947-2, IEC 60947-2 and BS-EN 60947 with Micro processer based having over load, shot circuit and earth fault Protection.
1
127000
127000
Outgoing: to 55 kW Star Delta Motor Feedar
3
242174
80724.8
Outgoing: to 110 kW Star Delta Motor Feedar
2
285768
142884.2
Outgoing: to 5.5 kW Star Delta Motor Feedar
1
16281
16281.4
Outgoing: 3KW DOL start motor feeder
3
25225
8408.4
Outgoing: Supply of 63A / 60A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 16 KA with thermal magnetic release Panel Mounted- Lighting DB
1
5850
5850
Outgoing: Supply of 63A / 60A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted- : PDB
2
11700
5850
Outgoing: Supply of 63A / 60A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted- : spare
2
11700
5850
Supply and erection of LT current transformer with bar primary 100/5A to 1000 / 5A ratio in the existing box / panel including connections etc., complete. Makes: KAPPA
3
1350
450
Supply and erection of L.T. 3phase Digital multifunction energy meter with 3 lines LCD display for measuring all the parameters (voltage / Current / Power / frequency / power factor / kw / kwh / KVAR/ KVARH/) on existing box panel board including connections etc., complete
3
30069
10023
LED Indicating lamps(R-Y-B) for incoming and outgoing feeders
15
2025
135
Supply and erection of 0-415V Analog meter on exisiting box / panel board including connections etc., complete.
1
450
450
Supply and erection of selector switch for voltmeter on the existing box / panel including connections etc., complete
1
175
175
Supply and erection of 0-100 / 200 / 400 / 600 /1000 Analog Ammeter of size 96x96mm on existing box / panel board including connections etc., complete
1
450
450
Supply and erection of selector switch for Ammeter on the existing box / panel including connections etc., complete
1
175
175
APFCR panel Design, Supply, Installation, testing & commissioning. of APFCR panel consist capacitor bank for continuous duty to improve P.F. 0.85 to 0.99 with dust proof busbar chamber having 2 mm thick sheet steel & earth terminals with painting, enclosure with capacitor unit having 2 Nos., 10 mm earth terminals & two externals, three phase busbar of Cu. supported on epoxy insulators of adequate rating & strips, minimum 8 steps of APFC relay, digital meters, indicating lamp as under mentioned. 100 KVAR APFCR panel (dimensions as per manufacturer) for each shall include following :
(a) Suitable rating Amp. MCCB in incomer
(b) Digital Amp.meter of 96x96 size with selector switch of suitable rating
(c) Three nos. of 15VA CLI Current transformers of suitable rating. (d) Suitable Amp. Rating MCCB for each contactors.
(e) Required Nos. of contactors with APP type capacitor bank of approved make
1
182335
182335
Lighting & Power Distribution Board Supply, Installation and commissioning of Lighting & power distribution board with 1 No. 63A FP (RCCB+MCB) incomer and 3 Nos., 10A, SP and 3 Nos. 32 A, TP outgoings a , with Copper busbars with all required accessories with proper mounting and earthing. All complete works.
1
27915
27915
Supply and laying of ISI marked LT Power Cables of 1100 Voltage grade, stranded Aluminium/Copper conductor, XLPE insulated, inner and outer extruded PVC sheathed, galvanized steel wire/ strip ARMORED Power cables ( IS 7098) (I) -88 of following sizes to be laid on wall with necessary clamps or in existing cable trench / pipe at road crossing or floor of following sizes of cables. Miscellaneous items such as clamp, cleat cable tags etc. are included in the scope. Removal of empty drums & making site normal as instructed by Client is included in the scope at Pumping Station with following major components as per scope, specification and drawings (all Complete Works) (S.no. 264 to 270)
-
-
-
1.1kV Grade, XLPE insulated, Aluminium conductor, Armoured power cable of the following sizes as per specification confirming to IS:7098 (Part - I)
-
-
-
3.5C X 300 sq.mm A2XFY
100
152000
1520
4Cx16 sq.mm. A2XFY
60
10200
170
3.5Cx 50sq.mm. 2XWY
100
34500
345
3.5Cx 120sq.mm. 2XWY
100
70300
703
3Cx2.5 sq.mm. 2XWY
60
9300
155
24cx1.5 sqmm 2XWY (control cable)
100
49500
495
4Cx10 sqmm , 2XWY
20
2720
136
Cable gland and accessories
-
-
-
Supply and Fixing of Single compression brass cable glands for 3.5 core XLPE armoured cable for 300 Sqmm with brass washers complete.
4
2340
585
Supply and fixing of single compression brass cable glandc for 4 coreXLPE armoured cable upto 16sq.mm with brass washer completed.
2
200
100
Supply and Fixing of single compression brass cable glands for 3.5 core XLPE armoured cable from 25 Sqmm to 50.0 Sq.mm with brass washers complete
4
580
145
Supply and Fixing of Single compression brass cable glands for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete.
4
1080
270
Supply and fixing of crimping type copper lugs confirming to IS specification for cable upto 16 sq.mm including nuts and bolts with connections.
8
200
25
Supply and fixing of crimping type copper lugs confirming to IS specification for cable upto 300 sq.mm including nuts and bolts with connections.
16
4800
300
Supply and fixing of crimping type copper lugs confirming to I.S specifications for cable of 50 Sq.mm including nuts and bolts with connections.
16
640
40
Supply and fixing of crimping type copper lugs confirming to I.S specifications for cable of 120 Sq.mm including nuts and bolts with connections.
16
1440
90
Supply, Installation, fabrication, testing & comissioning of G.I ladder/perforated type cable tray with G.I coupler plate & nut bolt, tray cover etc.
-
-
-
600mm x 75mm x 2mm thick GI Ladder type cable tray along with required angle supports, with coupler plates, Anchor bolts and nuts etc complete and the tray should be fitted on the wall / Ceiling etc. complete.
100
57800
578
300mm x 50mm x 2mm thick GI perforated cable tray with cover along with required angle supports, with coupler plates, Anchor bolts and nuts etc complete and the tray should be fitted on the wall / Ceiling etc. complete.
100
73500
735
Supply of ISI, 50mm outer dia,16 guage thickness MS conduit
100
36500
365
Lighting System
-
-
-
Supply,Installation and commissioning of LED Lighting fixture of following rating with necessary accessories.all complete works
-
-
-
Supply, transportation and fixing of 16W/20W, 1600/2000 lumens, ,1200mm length LED batten light, input voltage AC 220 - 260 Volts with PF0.9, Surge protection: 2KV,THD15%, with inbuilt driver and frosted cover CCT: 3000K - 5700K, minimum CRI70, .etc., complete
8
8400
1050
Supply and transportation of LED Driver as per IS 15885 (Part 2 / Sec 13)..2012 with input line voltage 120V-270V AC, 50Hz with surge protection of 4.0 KV, IP20, suitable for 15-30W, LED street light fitting with 2 Years Warranty.
8
3600
450
Supply and Transportation of 30 Watts LED Street Lighting Luminaire made of pressure die case aluminium boady with powder coated , having protective toughned glass , Supply Input voltage 120-270V AC, P.F 0.9, High Power LED's having efficiacy 120 lumens /watt, System efficiency 95 lumen /W and Junction temperature 70 degrees with Ingress Protection IP65 ,Luminaire performance complies to IS 10322 (Part 5 / Sec-3), Driver surge protection 4 kV , external Surge Protection 5 kV with optics distribution Type II medium , THD 10 % at 110 volts AC , Driver efficiency 90 % , CCT : 3000 K-5700 K , Minimum CRI 70 etc Complete.
3
12000
4000
Fabrication , Transportation and supply of 1.5 Mtr Length Single arm bracket made with MS galvanized 40mm /50mm Dia Pipe.
2
3300
1650
Supply of 20A SP Plug and Socket in SS enclosure with provision for 20A 10KA SP MCB, C/D Curve ISI Mark mounting.
2
1890
945
Supply of 32A TP Plug and Socket in SS enclosure with provision for 32A 10KA TP MCB, C/D Curve ISI Mark mounting.
2
4800
2400
Supply of 12" (300mm) ISI, 900 RPM Heavy duty exhaust fan with metallic blades with Mark.
4
10800
2700
Point wiring
30
7500
250
Supply,Installation,testing and commissioning of Earthing & Lightning Protection System with following major components as per scope, specification and drawings.
-
-
-
Erection of earth electrodes using CI/GI pipes including pit excavation, and cement collar of 2’dia x 1’ height etc complete for grounding conduits, I.C.cutouts and other equipments on the meter board using 40 mm dia 2.9 thick GI pipe 2.5 meter long buried in a pit. The pit should be filled with equal proportion of salt charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts washers and check nuts etc, the pipe shall have 16 through holes of 12mm dia.
15
8415
561
Supplying and running of GI strips/GI Wires for grounding connections, using necessary fixing materials as required (S.no. 291 to 293)
-
-
-
40 x 6 mm G.I Strip
200
22938
114.69
25 x 3 mm G.I Strip
200
7320
36.6
14 SWG GI Wire
200
2822
14.11
Lightning Protection System
-
-
-
Erection of earth electrodes using CI/GI pipes including pit excavation, and cement collar of 2’dia x 1’ height etc complete for grounding conduits, I.C.cutouts and other equipments on the meter board using 40 mm dia 2.9 thick GI pipe 2.5 meter long buried in a pit. The pit should be filled with equal proportion of salt charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts washers and check nuts etc, the pipe shall have 16 through holes of 12mm dia.
2
1122
561
Supplying and running of GI strips for grounding connections, using necessary fixing materials as required for Vertical Conductors , Down Conductors( S.no. 296)
-
-
-
25 x 3 mm G.I Strip
150
5490
36.6
Supply,Installation,testing and commissioning of Safety Procedures for Electrical Equipments as per scope, specification and drawings.
-
-
-
SF of rubber matting with one side corrugated as per IS specificationv 15652/2006
3.31
9371
2831
Supply and fixing of Co2 type Fire Extinguishers 4.5 Kg capacity confirming to IS 2878 made from ISI marked steam less cylinder confirming to IS:7285 & CE certified and fitted with ISI marked controlled valve confirming to IS:3224, high pressure 1 Mtr discharge hose & horn complete with initial gas charged with carrying handle with wheels and wall mounting bracket. Squeeze lever discharge, used un-used indicator, Aphoxy coated paint (Red) with 93% gloss with 2 years warranty Including transportation, and all labour charges etc complete.
1
9900
9900
ISI marked water gas pressure type extinguisher 9 lts capacity with discharge tube, gun metal cap, 60 gms carbon Dioxide cartridge complete in all respects.
1
2118
2118
11 KV/ 22 KV Hand gloves
15
2625
175
Supplying of First Aid box 18" x 12" x 8" to give first aid treatment.
1
1100
1100
Supplying and fixing of shock treatment chart on the wall with inside plastic sheet cover and plywood back plate frame work complete
1
200
200
Supply and fixing of 11 kV Danger plates as per specification of
Discom
1
92
92
Startup and Mandatory Spares
1
20000
20000
7.Construction of 4 No.s of Sewerage Treatment Plants with Sequential Batch Reactor (SBR) Technology for Zone I - 15.5 MLD, Zone- III - 1.00 MLD, ZONE- IIIA - 1.6 MLD, ZONE-II - 3.75 MLD
-
-
-
Designing, providing, constructing and hydraulic testing, commissioning and giving satisfactory trials of sewage Treatment plant based on Sequential Batch Reactor Technology consisting of inlet chamber,screen chamber, Detritus Tanks ,Distribution chamber and Biological SBR Basins Sludge Sump ,Chlorine ContactTank , Chlorinator Room/ Shed, Sludge Centrifuge , necesssary piping work with required valves, gates, drains, pathways, administration Block cum Laboratory Equipments, Tools and Plants, Spare Parts, etc complete as turnkey job with all involved civil, electrical and mechanical works inclusive of following items, units as per detailed specifications for civil , electrical and mechanical components with all duties and taxes etc. complete. to achieve BOD 10 ppm, COD 50 ppm, PH= 5.5 to 9, TSS 10 ppm, with N,P removal with outlet parameters of TN 10 ppm, TP1ppm , FC 100 MPN / 100 ml also considering peak factor as 2.5 times average flow to get recyclable quality of water for Industrial/agricultural purposes. The Coagulant Dosing System shall be provided as an optinonal / backup. All units shall be interconnected with administration building by suitable or RCC overhead walkways Including treatment of septage generated in the ULB supplied at the STP component as per the scope and confirming norms as mentioned above. The plant should be completely automated with OSSCADA & Seignorage including DG sets of required capacity , also with lab and labaratory Equipment etc complete (S.no. 305 to 308)
-
-
-
1.Inlet Chamber: Designing, providing and constructing RCC(M:300) inlet chamber for the peak flow of 2.5 DWF including necessary excavation in all types of strata including walkway all around the periphery. Each compartment will have phosphor bronze steel gates with extension rod, head stock, operating wheels, GI pipe railing etc. The work includes providing and making necessary arrangements to connect the flow to screen chamber by approach channel as directed and as per specifications.
-
-
-
2.Screen Chamber: Designing , providing ,constructing, testing and commissioning of screen chamber, designed for average 1DWF and maximum peak flow of 2.5 DWF in RCC (M-300), including nlet pipe/channel from inlet chamber, outlet pipe/ channel to detritus tank, free board of 0.5 m minimum , RCC walkway 1.2m width from GI pipe railing, RCC staircase of 1.2 m width from GL to screen chamber.
-
-
-
3.Detritus Tank: Designing , providing and constructing continuous grit removal mechanically operated in RCC(M 300) capable of removing 100% 0.2mm size particle and above, having specific gravity 2.30 designed for one peak 2.5 DWF with suitable arrangement of separation of grit from putrescible solids. Inlet and outlet channels of required sizes as maybe required to connect the flow to connecting unit etc. complete including hydraulic testing for water tightness of structure having minimum FB of 0.3 m, wash out arrangement to Grit chamber and platform 1.2m wide RCC walkway with GI pipe handling shall be provided. A pit for collecting grit conveyed by conveyor shall be provided. All arrangements shall be as detailed specifications and as directed.
-
-
-
4.CASP Basins: Desiging, providing and constructing in RCC (M : 300), CASP basins for biological removal of BOD along with nitrification, denitrification, Bio-P removal in compartments to handle combine flow of 1 DWF incoming flow and recirculation flow incluing construction of selector comaprtments and providing 1.2 m wide clear approach walkways, expansion joints wherever necessary, including foundations etc as per specifications. Peak factor shall be 2.5, F/M ratio shall be : 0.15, complete with air blowers, fine diffused aeration grid/ equipment and FB 0.5 m and SWD as required. DO level in basin to be minimum 2 mg/l complete with "Oxygen Uptake Rate " control system and all related instruments, Stainless steel decanters and automation works. MLSS concentrations shall be 2000 - 5500 mg/l or more,MLVSS to MLSS ratio to be 0.8. HRT shall be between 12 to 13 hrs and SRT suitable for fully disgested sludge.It should have all other related works as per detailed specification. In case SBR is designed to achieve N, P removal HRT shall be between 15-18 hrs and SRT shall be suitably provided to achieve N, P removal.
-
-
-
5.Chlorine Contact Tank: Designing, providing and constructing chlorine contact chamber of adequate capacity to deal with 1DWF average flow. The chlorine contact tank should be of 30 min capacity , during average flow to achieve 99.99 % coli form reduction. Chlorine dose shall bemaintained as per standard provisions, including designing, providing and constructing water supply provision for chlorination, including providing dewatering and by pass arrangement jointing to final effluent mains and outlet weir etc complete. The effluent quality should match with the standards laid down by CPCB and as per obligatory provision and as detailed specification and as directed by engineer in charge.
-
-
-
6. Chlorinator and Chlorinator Room /Tonner Room: Designing, providing and constructing chlorinators vacuum type 2 Nos, with auto switch over facility and having capacity for dosage of adequate chorine to ensure 99.99% coliform
reduction as per per obligatory provisions and detailed specifications with necessary provisions of having chlorinator room of adequate size. The chlorinator equipment shall include cost of chlorine cylinders/tonner, piping, valves, measuring and controlling equipments safety devices, lifting equipments etc, complete as per IS-10553 (part ii ) 1982. The tonner room should have minimum 3MT capacity crane for loading and unloading facility. Tonner storage should be distinctly isolated and should be for minimum storage as directed in the design specification and as per gas laws 1981 and factory act shall be provided. All other matching amenities shall be provided, 5 MT gantry rail shall be provided for full length of tonner room at 6 m height from level of tonner room, with outlet.
-
-
-
7. Sludge Sump: Designing , providing and constructing of sludge sump and pump house of appropriate size with pumps, ceiling height minimum 6 m over sump for discharging sludge to centrifuge and recycling of flow for blending of
sludge using CI pipe complete as per detailed specification.
-
-
-
8. Sludge Centrifuge Platform with Centrifuges: Designing, providing, constructing and installing including foundation etc, sludge centrifuge to handle the flow of 1 day in 20 hours per unit with sludge dewatering unit drain etc complete as per specification. sludge centrifuges with the necessary arrangement as per detailes specification mentioned in tender and obligatory provisions to be provided with satisfactory functioning.
-
-
-
9. Outfall Sewer: Designing, providing and constructing apporpriate outfall sewer of RCC NP2 pipe, to discharge treated effluent, untreated effluent from outlet chamber (after basin /chlorination tank ) to the local Nallah at the point shown on the drawing including necessary chambers for inspection and cleaning including necessary excavation , dewatering, refilling, concrete encasing/bedding concrete.
-
-
-
10. Piping work in CI-LA Class including Sluice valves, Reflux Valves, MS Gates: Providing laying and jointing pipes other than those already included in the above items for interconnection by -pass drains etc. of all units including adequate numbers of manhole chambers. The item includes excavations ,refillling and hydraulic testing of pipes, valves,gates, accessories and cost of jointing materials. The items includes required channels with gates for interconnection of units by pass drains etc for all units as directed etc complete as per detailed specifications.
-
-
-
11. Administrative Bulding cum Laboratory (G+1): Designing, providing and constructing administrative building, offiice cum Laboratory including stores. This shall be a building having appropriate carpet area and ground floor and at first floor complete as per specifications including necessary excavation, foundation in RCC M250 framed structure B.B masonary (11-class in C.M 1:6 ) 20mm cement plaster in C.M 1:3 inside and outside painting. Aluminimum door and window with glass panels, mosaic tile flooring and skirting and all other allied items, fixtures fastening electrification arrangement water supply arrangement etc complete. The building will have laboratory on upper floor of administrative building and should be so centralized that it should not be attached with any unit but should have complete control of every unit as per laboratory equipment, beautification, telephone and intercom arrangement and wireless system.
-
-
-
Capacity of the plant in MLD
-
-
-
In Zone-I - 15.5 MLD Capacity STP constructed above Ground level at bank of Mandavya River
15.5
191319977
12343224.34
In Zone-III - 1 MLD Capacity STP
1
41257860
41257860
In Zone-III A - 1.6 MLD Capacity STP
1.6
52887333
33054583.13
In Zone- II - 3.75 MLD Capacity STP
3.75
81016402
21604373.87
8. Construction of 2 No.s of Sewerage Treatment Plants with PHYTORID Technology for Zone IV - 0.40 MLD - 1 No, Zone- ZONE-VI - 0.15 MLD - 1 No
-
-
-
Surveying, designing, engineering, supply, Construction, Erection, Testing and commissioning of Sewage Treatment Plant with PHYTORID technology approved by CPHEEO/CSIR-NEERI and Operating & Maintenance of STP for 5 years (including 2 years of defect liability period) by providing suitable chemicals, consumables, man power, excluding electric power from the date of commissioning and including suitable pumping station and effluent discharge pipe line upto 300 RMT. Output parameters would be as per the latest (Nov., 2017)approved CPCB norms. (S.no. 309 to 310)
-
-
-
In Zone-IV - 0.4 MLD Capacity STP
1
17440000
17440000
In Zone-VI - 0.15 MLD Capacity STP
1
6540000
6540000
Notes :-
-
-
-
The components of STP proposed based on Phytorid Technology are as follows:
-
-
-
1. Sedimentation Tank
-
-
-
2.Soil Bearing Capacity considered as 15 T/m2 at l.5m below ground level
-
-
-
3. Phytorid Tank
-
-
-
4. Final treated water tank (Optional)
-
-
-
5. Pump House with screen chamber
-
-
-
6. Grit Chamber (Optional)
-
-
-
7. UV Disinfection unit / Suitable Chlorination system (Optional as per site conditions)
-
-
-
8. ACF & PSF (Optional as per site conditions)
-
-
-
9. Green belt (included in Phytorid bed itself). STP based on PHYTORID technology will be with green belt in-built. Hence there is no need of separate green belt.
-
-
-
10. Fencing all around
-
-
-
9.Construction of RCC M30 septage holding tank with 3.5m Dia &1 day retention time provided partly below ground level with agitator, screw pump, pumping main with DI-K9.
-
-
-
Electrical Works for septage holding tanks
-
-
-
Agitator & septage transfer pump
-
-
-
Supply,Installation and commissioning of LT Distribution boards as per specification ; all complete works
-
-
-
Motor Control Centre(MCC): Supply, Installation, Testing ad Commissioning of MCC, cubicle type with 415V, 50 Hz, 3 PH, TPN, 35 kA for 1 sec, wtih IP-54 enclosure with bottom entry incomer & outgoing with metering and protection as per specification
-
-
-
Incomer-Mains:125 A 4P MCCB fixed Type with release for O/C, S/C, E/F, U/V protection & with control & indication of Bkr Open, Close and Trip
1
9020
9020
Outgoing: 10A MPCB
3
17223
5741
Outgoing: 10A MCB: spare
2
1830
915
Supply and erection of LT current transformer with bar primary 100/5A to 1000 / 5A ratio in the existing box / panel including connections etc., complete. Makes: KAPPA
1
475
475
Multifunction Meter for Incomer Feeder( energy analyser)
1
10500
10500
LED Indicating lamps(R-Y-B) for incoming and outgoing feeders
6
732
122
Supply and erection of 0-415V Analog meter on exisiting box / panel board including connections etc., complete.
1
850
850
Supply and erection of selector switch for voltmeter on the existing box / panel including connections etc., complete
1
340
340
Supply and erection of 0-100 / 200 / 400 / 600 /1000 Analog Ammeter of size 96x96mm on existing box / panel board including connections etc., complete
1
850
850
Supply and erection of selector switch for Ammeter on the existing box / panel including connections etc., complete
1
375
375
STARTER FOR MOTORS
-
-
-
Supply,Installation, testing,commissioning of D.O.L Starter 415V, 3 phase, 50Hz.. enclosed with no volt coil, overload protection, single phase preventor,short circuit protection, push button etc., complete suitable upto 10.0.HP.
3
20400
6800
LT Electrical Works in pumping station - LT Panels and Distribution Boards (MCC, LDBs etc.)
-
-
-
Supply and laying of ISI marked LT Power Cables of 1100 Voltage grade, stranded Aluminium/Copper conductor, XLPE insulated, inner and outer extruded PVC sheathed, galvanized steel wire/ strip ARMORED Power cables ( IS 7098) (I) -88 of following sizes to be laid on wall with necessary clamps or in existing cable trench / pipe at road crossing or floor of following sizes of cables. Miscellaneous items such as clamp, cleat cable tags etc. are included in the scope. Removal of empty drums & making site normal as instructed by Client is included in the scope at Pumping Station with following major components as per scope, specification and drawings (all Complete Works) (S.no. 322 to 324)
-
-
-
1.1kV Grade, XLPE insulated, Aluminium conductor, Armoured power cable of the following sizes
-
-
-
3.5Cx 25sq.mm. 2XWY
300
63000
210
24cx1.5 sqmm 2XWY (control cable)
100
49500
495
4Cx10 sqmm , 2XWY
500
75000
150
Cable gland and accessories
-
-
-
Supply and Fixing of single compression brass cable glands for 4 core XLPE armoured cable up to 16.0 Sq.mm with brass washers complete
6
540
90
Supply and Fixing of single compression brass cable glands for 3.5 core XLPE armoured cable from 25 Sqmm to 50.0 Sq.mm with brass washers complete
2
260
130
Supply and fixing of crimping type copper lugs confirming to IS specification for cable upto 16 sq.mm including nuts and bolts with connections.
24
528
22
Supply and fixing of crimping type copper lugs confirming to I.S specifications for cable of 25 Sq.mm including nuts and bolts with connections.
8
248
31
Supply of ISI, 38mm dia, 16 guage thickness MS conduit pipe
3
810
270
Point wiring
20
5000
250
Supply,Installation,testing and commissioning of Earthing & Lightning Protection System with following major components as per scope, specification and drawings.
-
-
-
S.I.T.C. of earth pit of minimum bore dia 150 mm size aproved make Safe Earthing Electrode consisting pipe-in pipe Technology as per IS 3043-1987 made of corrosion free GI Pipe having outer pipe dia of 50 mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising connection terminal dia. of 12 mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications.:
For Electrical installation covering 11 kV DP, Transformer body, Lighting arrester earthing,LT Switchgear/Motors/Starters etc. Length of Pipe 3.00 mtr. Back filling compound 2 No. Bag of 25Kg per Job. (L.S)
5
7500
1500
Supplying and running of GI strips/GI Wires for grounding connections, using necessary fixing materials as required
-
-
-
25 x 3 mm G.I Flat
1
65
65
14 SWG GI Wire
1
680
680
Lightning Protection System
-
-
-
S.I.T.C. of earth pit of minimum bore dia 150 mm size aproved make Safe Earthing Electrode consisting pipe-in pipe Technology as per IS 3043-1987 made of corrosion free GI Pipe having outer pipe dia of 50 mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising connection terminal dia. of 12 mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation.
Length of Pipe 3.00 mtr.
Back filling compound 2 No. Bag of 25Kg per Job.
1
1500
1500
Supplying and running of GI strips for grounding connections, using necessary fixing materials as required for Vertical Conductors , Down Conductors
-
-
-
25 x 3 mm G.I Flat
100
3660
36.6
Supply,Installation,testing and commissioning of Safety Procedures for Electrical Equipments as per scope, specification and drawings.
-
-
-
SF of rubber matting with one side corrugated as per IS
specificationv 15652/2006
3.31
7613
2300
Carbon Dioxide type fire extinguisher with cylinder fully charge of 4.5
kg capacity.p-268
1
8900
8900
ISI marked water gas pressure type extinguisher 9 lts capacity with
discharge tube, gun metal cap, 60 gms carbon Dioxide cartridge
complete in all respects.
1
2118
2118
Protective clothing such as PVC over all gloves, rubber boots
1
1500
1500
Supplying of First Aid box 18" x 12" x 8" to give first aid treatment.
1
988
988
Supplying and fixing of shock treatment chart on the wall with inside plastic sheet cover and plywood back plate frame work complete
1
200
200
Supply and fixing of 11 kV Danger plates as per specification of
Discom
1
92
92
Startup and Mandatory Spares
1
20000
20000
Agitator for Mixing
2
620000
310000
Screw pump 1 KW & 2.5 m3/hr
2
99500
49750
supply and delivery of CENTRIFUGALLY CAST (SPUN) DUCTILE IRON PRESSURE PIPES FOR WATER, GAS AND SEWAGE WITH SOCKET SPIGOT ENDS CONFORMING TO I.S.:8329/2000 IN STANDARD WORKING LENGTHS OF 4, 5, 5.5 & 6 METER FOR CLASSIFICATION K9 & K7 SUITABLE FOR PUSH-ON-JOINT (RUBBER GASKET D JOINTING) WITH CEMENT MORTAR LINING INSIDE THE PIPES WITH OUTSIDE ZINC COATING. inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST 100 mm dia DI K7
20
21630
1081.49
Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/1994)PHE-LCIF-2 100 mm dia DI K7
20
914
45.68
Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN- 3202F4/BS:5163 Type A Flange drilling as per IS - 1538 inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST For 100 mm dia PN-1.60
4
61476
15368.95
Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin , Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze (IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST For 100mm dia PN-1.60
2
48276
24138.16
Lowering, keeping in position and fixing D.I. sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces PHE-CISP-15-
6
1085
180.87
Septage Holding Tank civil works
-
-
-
In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.
628.04
65925
104.97
In ordinary rock without blasting by machinery : Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.(0 to 3 Mts)
69.74
9265
132.85
Plain Cement Concrete 1:3:6 using 40mm graded metal (2/3 rd) & 20mm graded nominal size (1/3rd) HBG machine crushed metal (1 Cement : 3 Sand : 6 Coarse aggregate) including cost and conveyance of all materials, seignorage charges, labour charges, mixing charges, consolidation, levelling, centering charges etc., complete with skin reiforcement as per standard specifications for finsished item of work but excluding cost of reinforcement, fabrication charges, taxes and duties - For PCC
1.8
7088
3937.79
Supply and placing of the M 30 Grade Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work - For FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)
3.6
30220
8394.54
Supply and placing of the M 30 Grade Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work- For Walls 0.20 M thick
18.26
246104
13477.77
Supply and placing of the M30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. - For Slabs 0.15 M thick
2.4
22694
9455.99
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded. inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST
3032.5
202298
66.71
Plastering with CM (1:3), 12 mm thick Including cost and conveyance of all materials and labour charges
38.49
5914
153.65
Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing
42.63
16672
391.08
supply and delivery of encapsulated plastic steps for man holes including cost of materials packing as per company’s standards, inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST
8
1509
188.6
Construction of Inspection chambers (25850 Nos) cum 100 mm ID DWC SN class 8 (129250 mts length) House Service pipe line from manholes to inspection chambers and 110 mm dia PVC 4 KSC (129250mts length) pipe line from inspection chamber to House Holds in entire area of Rayachoty.
-
-
-
Inspection Chamber
-
-
-
Design and construction of RCC precast inspection chambers of M30 grade internal diameter of minimum 0.56m dia and depth not less than 0.6 m with minimum wall thickness of 100 mm and base of minimum 100 mm thick and nominal steel reinforcement to suit with SFRC circular manhole frame and cover with HD 20 of as per IS:12592-2002 standard including conveyance from source to site of work including supply, delivery and fixing of SFRC Inspection Chambers frames and covers with ISI marking complete as per standard specification for minimum size of 560 mm dia. clear opening HD 20 including earth work excavation in all types of soils for Inspection Chambers. Cutting of CC, BT and WBM. roads, Stone dust for minimum 15 cm thick for bedding for chamber and supporting incoming and out going pipes with concrete block / masonary with celln & the annual space with non - shrink grout of CC (1:1:2) wherever necessary including finishing the gap with CM (1:3) prop; on inlet and out pipes on both side including watering, curing including all labour charges and cost and conveyance of all other incidental and operational charges etc., complete for finished item of work for circular inspection chambers of 0.56 m internal dia - 0.60 m depth
25850
169528953
6558.18
Earthwork in excavation for pipe lines as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH for pipe line trenches where depth is more than 1.5 times width For laying of 100 mm dia DWC HSC pipe line.
43621.88
9759087
223.72
Cutting open C.C road surface including stacking of excavated materials for pipe line trench work.
8724.38
24027204
2754.03
supply, & delivery of 100mm SN8 stiffness (DWC) structured wall polyethylene/polypropylene piping system with non smooth external annular corrugated and smooth internal surface (Double Wall) for non pressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST
129250
23916420
185.04
Lowering, laying of Class SN 8 Double wall corrogated (DWC) pipping systemin into ready made trenches, laying true to line and level and perfect linking at joints, encasing the pipe alround with with soft gravel, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work. 100 mm dia ID DWC pipe
129250
22026785
170.42
Carting of excavated earth with a lead of 5 km including loading and unloading charges complete as per specification.
23265
1340064
57.6
Supply, delivery, lowering, laying, jointing and testing of 110 mm dia PVC 4 KSC (129250 m lenggth) House Service pipe line from Inspection chamber to House hold property chamber/pipe line
-
-
-
Providing of 110mm dia PVC Sewer house service connections,inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST complete as directed by the departmental officers.110 mm dia PVC/SWR pipes (4kg/sq.cm)
129250
20068648
155.27
Laying, jointing of PVC pipes as per BIS No.7634 part-III/75 for PVC pipes including all specials, trench excavation and refilling 110 mm dia PVC/SWR pipes (4kg/sq.cm)
129250
2778875
21.5
Manning, Operation and Maintenance of Rayachoty Municipality Under Ground Drainage Scheme for 5 Years including defect liability period of 2 years
-
-
-
Operation & Maintenance for STP's for five years including defect liability period of 2 years
-
-
-
Personal required for operating 4 Nos of STPs with SBR technology & 2 Nos of STPs with Pythorid technology including all wages with including EPF and ESI (S.no. 369 to 398)
-
-
-
Diploma Engineer-1st year
12
403920
33660
Diploma Engineer-2nd year
12
424116
35343
Diploma Engineer-3rd year
12
445320
37110
Diploma Engineer-4th year
12
467580
38965
Diploma Engineer-5th year
12
490968
40914
ITI Qualified (Plumber-1 nos +2 no Electrical) -1st year
36
876744
24354
ITI Qualified (Plumber-1 nos +2 no Electrical) -2nd year
36
920592
25572
ITI Quaified (Plumber-1 nos +2 no Electrical) -3rd year
36
966600
26850
ITI Qualified (Plumber-1 nos +2 no Electrical) -4th year
36
1014948
28193
ITI Qualified (Plumber-1 nos +2 no Electrical) -5th year
36
1065672
29602
Semi skilled labour and messenger(2 no.s semi skilled and 1 no. messenger per month)- 1st year
36
712800
19800
Semi skilled labour and messenger(2 no.s semi skilled and 1 no. messenger per month)- 2nd year
36
748440
20790
Semi skilled labour and messenger(2 no.s semi skilled and 1 no. messenger per month)- 3rd year
36
785844
21829
Semi skilled labour and messenger(2 no.s semi skilled and 1 no. messenger per month)- 4th year
36
825156
22921
Semi skilled labour and messenger(2 no.s semi skilled and 1 no. messenger per month)- 5th year
36
866412
24067
Unskilled Labour-2 no.s, watchmen security- 3 no.s & office assistant - 1 no.per month 1st year
72
1311552
18216
Unskilled Labour-2 no.s, watchmen security- 3 no.s & office assistant - 1 no.per month 2nd year
72
1377144
19127
Unskilled Labour-2 no.s, watchmen security- 3 no.s & office assistant - 1 no.per month 3rd year
72
1445976
20083
Unskilled Labour-2 no.s, watchmen security- 3 no.s & office assistant - 1 no.per month 4th year
72
1518264
21087
Unskilled Labour-2 no.s, watchmen security- 3 no.s & office assistant - 1 no.per month 5th year
72
1594224
22142
Computer Operator-1st year
12
318384
26532
Computer Operator-2nd year
12
334308
27859
Computer Operator-3rd year
12
351012
29251
Computer Operator-4th year
12
368568
30714
Computer Operator-5th year
12
387000
32250
chemist- 1st year
24
594000
24750
chemist- 2nd year
24
623712
25988
chemist- 3rd year
24
654936
27289
chemist- 4th year
24
687624
28651
chemist- 5th year
24
722016
30084
CHEMICAL COST
-
-
-
Supply and delivery as per IS standards Chlorine gas for disinfection as per CPHEEO manual for a period of 5 years excluding 3 months trial run period(5*21.85*365*5)
199381.25
4984531
25
supply and delivery as per IS standards Poly electrolyte requirement as per CPHEEO manual a period of 5 years excluding 3 months trial run periodlum (0.1*21.85*365*5)requirement at 15 mg/lit
3987.62
897215
225
Repairs & Maintenance for the period of 3 years excluding Two years defect liability period
3
18533700
6177899.85
Operation & Maintenance of sewer lines (205 Km) in Rayachoty Municipality for a period of five years including defect liability period of 2 years
-
-
-
Personal required for maintenance of sewer lines including all wages with including EPF and ESI (S.no. 402 to 431)
-
-
-
Diploma Engineer-1st year
24
807840
33660
Diploma Engineer-2nd year
24
848232
35343
Diploma Engineer-3rd year
24
890640
37110
Diploma Engineer-4th year
24
935160
38965
Diploma Engineer-5th year
24
981936
40914
ITI Qualified (Plumber-1 nos +2 no Electrical) -1st year
60
1461240
24354
ITI Qualified (Plumber-1 nos +2 no Electrical) -2nd year
60
1534320
25572
ITI Qualified (Plumber-1 nos +2 no Electrical) -3rd year
60
1611000
26850
ITI Qualified (Plumber-1 nos +2 no Electrical) -4th year
60
1691580
28193
ITI Qualified (Plumber-1 nos +2 no Electrical) -5th year
60
1776120
29602
Semi skilled labour and messenger(5 no.s semi skilled and 1 no. messenger per month)- 1st year
60
1188000
19800
Semi skilled labour and messenger(5 no.s semi skilled and 1 no. messenger per month)- 2nd year
60
1247400
20790
Semi skilled labour and messenger(5no.s semi skilled and 1 no. messenger per month)- 3rd year
60
1309740
21829
Semi skilled labour and messenger(5 no.s semi skilled and 1 no. messenger per month)- 4th year
60
1375260
22921
Semi skilled labour and messenger(5no.s semi skilled and 1 no. messenger per month)- 5th year
60
1444020
24067
Unskilled Labour-12 no.s, watchmen security- 12 no.s & office assistant - 1 no.per month-1st year
300
5464800
18216
Unskilled Labour-12 no.s, watchmen security- 12no.s & office assistant - 1 no.per month-2nd year
300
5738100
19127
Unskilled Labour-12 no.s, watchmen security-12 no.s & office assistant - 1 no.per month- 3rd year
300
6024900
20083
Unskilled Labour-12 no.s, watchmen security- 12 no.s & office assistant - 1 no.per month- 4th year
300
6326100
21087
Unskilled Labour-12 no.s, watchmen security- 12 no.s & office assistant - 1 no.per month- 5th year
300
6642600
22142
Computer Operator-1st year
12
318384
26532
Computer Operator-2nd year
12
334308
27859
Computer Operator-3rd year
12
351012
29251
Computer Operator-4th year
12
368568
30714
Computer Operator-5th year
12
387000
32250
Drivers-1st year
12
285120
23760
Drivers-2nd year
12
299376
24948
Drivers-3rd year
12
314340
26195
Drivers-4th year
12
330060
27505
Drivers-5th year
12
346560
28880
Operation & Maintenance of pumping stations for five years
-
-
-
Personal required for operating 9 Nos of pumping stations including all wages with including EPF and ESI (S.no. 432 to 446)
-
-
-
ITI Qualified (Plumber-4 nos +2 no Electrical) -1st year
72
1753488
24354
ITI Qualified (Plumber-4 nos +2 no Electrical) -2nd year
72
1841184
25572
ITI Qualified (Plumber-4 nos +2 no Electrical) -3rd year
72
1933200
26850
ITI Qualified (Plumber-4 nos +2 no Electrical) -4th year
72
2029896
28193
ITI Qualified (Plumber-4nos +2 no Electrical) -5th year
72
2131344
29602
Semi skilled labour and messenger(2 no.s semi skilled and 1 no. messenger per month)- 1st year
36
712800
19800
Semi skilled labour and messenger(2no.s semi skilled and 1 no. messenger per month)- 2nd year
36
748440
20790
Semi skilled labour and messenger(2no.s semi skilled and 1 no. messenger per month)- 3rd year
36
785844
21829
Semi skilled labour and messenger(2 no.s semi skilled and 1 no. messenger per month)- 4th year
36
825156
22921
Semi skilled labour and messenger(2no.s semi skilled and 1 no. messenger per month)- 5th year
36
866412
24067
Unskilled Labour-4 no.s, watchmen security- 3 no.s per month-1st year
84
1530144
18216
Unskilled Labour-4 no.s, watchmen security- 3 no.s per month-2nd year
84
1606668
19127
Unskilled Labour-4 no.s, watchmen security- 3 no.s per month-3rd year
84
1686972
20083
Unskilled Labour-4 no.s, watchmen security- 3 no.s per month-4th year
84
1771308
21087
Unskilled Labour-4 no.s, watchmen security- 3 no.s per month-5th year
84
1859928
22142
Supply and Delivery of Sewer Cleaning Machines for operation and maintainenace of Under Ground Sewer Network with including .Maintenance & repairs (Machinery) for sewer clenaning machines for 5 years
-
-
-
Supply, delivery, installation and trail run of KAMBI-GR 2.5 L-C-10H-1.5-50, SPECIAL PURPOSE VEHICLE MOUNTED, COMBINATION SUCTION WITH JETTING CUM GRAB AND RODDING MACHINE, MOUNTED on a 7 TON GVW (BS-VI) CHASSIS with drivers cabin and provision for side P.T.O with incuding all accessories and transportation, RTO passing and third party insurance and GST.
2
10856987
5428493.5
Supply, delivery, installation and trail run of KAMBI 4 L-C-2H-1.5-50 : SPECIAL PURPOSE VEHICLE MOUNTED COMBINATION SUCTION CUM JETTING MACHINE, MOUNTED ON 9 TON GVW CHASSIS, (Item Code - 5104C0S006) on a 9 Ton GVW (BS-VI) Chassis with Driver's Cabin with drivers cabin and provision for side P.T.O with including all accessories and transportation, RTO passing and third party insurance and GST
1
4641538
4641538
Maintenance & repairs (Mechinery) for sewer cleaning suction jetting and rodding machines -1st year
1
154985
154985.25
Maintenance & repairs (Mechinery) for sewer cleaning suction jetting and rodding machines - 2nd year
1
162735
162734.51
Maintenance & repairs (Mechinery) for sewer cleaning suction jetting and rodding machines -3rd year
1
1749420
1749420
Maintenance & repairs (Mechinery) for sewer cleaning suction jetting and rodding machines - 4th year
1
1915819
1915819
Maintenance & repairs (Mechinery) for sewer cleaning suction jetting and rodding machines -5th year
1
2098430
2098430
Replacement of pipeline in covered Sewer Net Work in Rayachoty Municipality
-
-
-
Earthwork in excavation for pipe lines as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH by Mechanical Means upto 3mts depth (Excluding seinarage charges GST and NAC)
3935.43
413102
104.97
Earthwork in excavation for pipe lines as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH by Manual Means upto 3mts depth (Excluding seinarage charges GST and NAC)
1686.6
377343
223.73
Supply and filling of Sand in trenches for Cushion below pipes& where ever required incluidng watering , tamping and ramming as directed by the departmental officer inculding cost and conveyance , loading, unloading , and labour charges for filling the trenches,etc.,complete where ever required. (Excluding seinarage charges GST and NAC)
383
223948
584.72
150mm OD DWC SN 8 Sewer Lines
2363
810036
342.8
200mm OD DWC SN 8 Sewer Lines
1365
775552
568.17
250mm OD DWC Sewer Lines
100
87775
877.75
Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 5.5 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with high alumina cement mortar lining inside the pipes with out side Zinc coating inculuding transportation to site of work, Stacking, loading and unlaoding charges and all incidental charges but excluding GST (S.No. 460 to 467)
-
-
-
300mm Dia DI K7
65
227632
3502.03
350mm Dia DI K7
43
192484
4476.38
400mm Dia DI K7
50
269659
5393.18
450mm Dia DI K7
90
583824
6486.93
600mm Dia DI K7
8
81544
10193.03
700mm Dia DI K7
7
91146
13020.91
800mm Dia DI K7
7
114893
16413.33
900mm Dia DI K7
22
439759
19989.03
Lowering, laying of Class SN -8 Double wall corrogated (DWC) pipping systemin into ready made trenches, laying true to line and level and perfect linking at joints, encasing the pipe alround with soft gravel of minum bedding of pipe below 15 cm thick, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work. (S.No. 468 to 470)
-
-
-
150mm OD DWC SN 8 Sewer Lines
2363
563788
238.59
200mm OD DWC SN 8 Sewer Lines
1365
356688
261.31
250mm OD DWC Sewer Lines
100
32380
323.8
Lowering and laying C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply complete (S.No. 471 to 478)
-
-
-
300mm Dia DI K7
65
12287
189.03
350mm Dia DI K7
43
10195
237.09
400mm Dia DI K7
50
14468
289.36
450mm Dia DI K7
90
31503
350.03
600mm Dia DI K7
8
4358
544.81
700mm Dia DI K7
7
4920
702.87
800mm Dia DI K7
7
6158
879.71
900mm Dia DI K7
22
23528
1069.44
Cutting open of CC road including Stacking of excavated materials for pipe line trenches including all incidental charges, labour charges etc.,by using machinery completely.
110.65
304733
2754.03
Cutting open of BT road including Stacking of excavated materials for pipe line trenches including all incidental charges, labour charges etc., completely.
184.41
16636
90.21
Supply, collection , filling and levelling of Gravel with including cost and conveyance to site, stacking to standard gauge for premeasurements, seignorage, filling, watering, tamping, etc complete (Excluding seinarage charges GST and NAC)
497.91
152540
306.36
Conveyance of surplus earth available at site with convayance lead 1.00 km from site of work to filling low laying areas by mechanical means (Excluding seinarage charges GST and NAC)
375.78
21645
57.6
Rectification of leakages in pumping main in covered sewer network in Rayachoty municipality
-
-
-
Earth work Excavation,Bailing out water from Pipe Line Trench and replacement damaged DI Pipe for 2 M length including the Cost of Pipe Collar M/F Joint and refilling etc complete (Excluding seinarage charges GST and NAC) (S.No. 483 to 488)
-
-
-
100 mm dia DI K9 pipe
8
119974
14996.76
150 mm dia DI K9 pipe
2
41615
20807.38
200 mm dia DI K9 pipe
1
17785
17785.05
250 mm dia DI K9 pipe
15
358453
23896.86
300 mm dia DI K9 pipe
1
27899
27899.09
500 mm dia DI K9 pipe
1
61128
61127.84
Rectification of Leakages due to damage of Rubber rings by cocking the joint with lead wool and Hump yarn etc complete (S.No. 489 to 494)
-
-
-
100 mm dia DI K9 pipe
14
14024
1001.7
150 mm dia DI K9 pipe
8
11551
1443.9
200 mm dia DI K9 pipe
7
13816
1973.7
250 mm dia DI K9 pipe
7
13934
1990.63
300 mm dia DI K9 pipe
8
22100
2762.47
500 mm dia DI K9 pipe
8
46405
5800.66
Annual Maintanance &Repair Charges for Pumping machinaries for the period of 5 years excluding two years defect liability period (S.No. 495 to 497)
-
-
-
Maintenance & repairs for pumping machinaries -1st year
1
101000
101000
Maintenance & repairs for pumping machinaries - 2nd year
1
106000
106000
Maintenance & repairs for pumping machinaries - 3rd year
1
111000
111000
Tender Premium @ 8.84% Excess
-
171911764
-
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