Public Health And Municipal Engineering Department Tender
To know what Andhra Pradesh government has posted about any AP etender, Bidassist helps us to get a one-stop platform where a registered bidder can have access to the details on each and every eprocurement tender. There is no need to provide the details on the AP E-procurement website i.e. https://www.apeprocurement.gov.in as BidAssist helps us find the specific etender we're looking for. BidAassist has collated each and every Eproc Andhra Pradesh Tender on its website.
Public Health And Municipal Engineering Department - PHMED Tender
Civil And Construction
Opening Date28 May 2022
Closing Date15 Jun 2022
Tender Amount₹ 77,57,23,797
Costs
EMD
Refer DocumentsDocument 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
511436Bid Award Id
ViewTender No
04 /DB/HD/PLVD-Vempalli UGD/CDMF/2019-20 Dt: 20-05-2022 (Reverse Tendering)Tender Authority
Public Health And Municipal Engineering Department ViewPurchaser Address
-Website
http://http://www.appublichealth.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Vempalli BOQ;Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, 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:)
50649.2
-
5670684
Vempalli BOQ;Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, 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 for Pipe Line trenches by manual means.( In ordinary soils, up to 3.00 Mts depth below GL by Manual means:)
18089
-
3665555
Vempalli BOQ;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, 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 (blasting prohibited) -up to 3.00Mts. below GL: )
3617.8
-
7311284
Vempalli BOQ;Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, 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 from 3.00 Mts to 6.00Mts depth below GL by Mechanical means)
9503.3
-
1215947
Vempalli BOQ;Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, 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 for Pipe Line trenches by manual means. (In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: )
3394.04
-
884283
Vempalli BOQ;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, 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 (blasting prohibited) -up to 3.00Mts to 6.00mts. below GL
678.81
-
1371821
Vempalli BOQ;Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.
83400
-
2921502
Vempalli BOQ;Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.
49700
-
1885121
Vempalli BOQ;Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L
3134.55
-
512969
Vempalli BOQ;Supply and fiilling with soft Gravel in trenches, sides of foundations 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)
13906.86
-
3468371
Vempalli BOQ;Supply, & delivery of (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) excluding transportation to anywhere in A.P, excluding all taxes.152mm ID DWC Sewer Lines
39042
-
14194500
Vempalli BOQ;Supply, & delivery of (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) excluding transportation to anywhere in A.P, excluding all taxes..200mm ID DWC Sewer Lines
16342
-
9821869
Vempalli BOQ;Supply, & delivery of (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) excluding transportation to anywhere in A.P, excluding all taxes.250mm ID DWC Sewer Lines
2630
-
2465152
Vempalli BOQ;Supply, & delivery of (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) excluding transportation to anywhere in A.P, excluding all taxes.300mm ID DWC Sewer Lines
1269
-
1584511
Vempalli BOQ;Laying of DWC of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line). 152mm ID DWC Sewer Lines
39042
-
3718360
Vempalli BOQ;Laying of DWC of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line). 200mm ID DWC Sewer Lines
16342
-
2658026
Vempalli BOQ;Laying of DWC of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line). 250mm ID DWC Sewer Lines
2630
-
979070
Vempalli BOQ;Laying of DWC of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line). .300mm ID DWC Sewer Lines
1269
-
708635
Vempalli BOQ;Supply and delivery of RCC Socket and Spigot Pipes confirming to B.I.S. 458/2003 manufactured by using Sulphate resistant cement including Transportation to work site but excluding GST.350mm dia RCC NP4 Sewer Lines
527
-
898582
Vempalli BOQ;Supply and delivery of RCC Socket and Spigot Pipes confirming to B.I.S. 458/2003 manufactured by using Sulphate resistant cement including Transportation to work site but excluding GST.350mm dia RCC NP4 Sewer Lines.450mm dia RCC NP4 Sewer Lines
2157
-
4485136
Vempalli BOQ;Supply and delivery of RCC Socket and Spigot Pipes confirming to B.I.S. 458/2003 manufactured by using Sulphate resistant cement including Transportation to work site but excluding GST.600mm dia RCC NP4 Sewer Lines
724
-
2411680
Vempalli BOQ;Lowering the RCC NP4 S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters including cost of rubber rings as per BIS No.783/1985.350mm dia RCC NP4 Sewer Lines
527
-
115334
Vempalli BOQ;Lowering the RCC NP4 S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters including cost of rubber rings as per BIS No.783/1985.450mm dia RCC NP4 Sewer Lines
2157
-
583684
Vempalli BOQ;Lowering the RCC NP4 S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters including cost of rubber rings as per BIS No.783/1985.600mm dia RCC NP4 Sewer Lines
724
-
259445
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings - 0.90m dia manhole for 1.10m to 1.65 m Depth
1901
-
27632784
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings - 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth
4388
-
4848784
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings- 1.20m dia manhole for 1.65m depth to 2.30 mts depth
648
-
16915573
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings- 1.20m dia manhole extra lift of 0.1m depth up to 2.30m
2121
-
4437153
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings- 1.50m dia manhole 2.30m depth to 3mts depth
297
-
14897502
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings- 1.50m dia manhole extra lift of 0.1m depth up to 3.00m
1066
-
2644778
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings - 1.50m dia manhole 3.0m depth to 5mts depth
154
-
10416580
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings - 1.50m dia manhole extra lift of 0.1m depth up to 5.00m
1172
-
3836940
Vempalli BOQ;Construction of 0.45 mts inner dia Inspection chambers (IC) using M30 grade of concrete (Design Mix) using 20mm graded metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water, 100mm thick side wall and base slab in M30 grade, 100mm thick PCC (1:4:8) prop using 20mm HBG metal, including earth work excavation, supply and fixing of FRC frame and cover HD-10 of 560mm clear opening, including cost of steel and its fabrication charges, backfilling in trenches with excavated material, carting of excess excavated materials upto a lead of 2 kms etc complete as per approved drawings and as directed by Engineer-in-Charge complete for finished item of work.0.45 mts dia and 0.60 mts depth
6480
-
26980387
Vempalli BOQ;Construction of 0.45 mts inner dia Inspection chambers (IC) using M30 grade of concrete (Design Mix) using 20mm graded metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water, 100mm thick side wall and base slab in M30 grade, 100mm thick PCC (1:4:8) prop using 20mm HBG metal, including earth work excavation, supply and fixing of FRC frame and cover HD-10 of 560mm clear opening, including cost of steel and its fabrication charges, backfilling in trenches with excavated material, carting of excess excavated materials upto a lead of 2 kms etc complete as per approved drawings and as directed by Engineer-in-Charge complete for finished item of work.0.60 mts dia and 0.60 mts depth
720
-
3543833
Vempalli BOQ;Supply of 100 mm ID OD Class SN 8 Double wall corrogated (external annual corrugated & smooth internal wall) (DWC) pipe in accordence with IS 16098 (Part-2) including conveyance charges to work site, lowering in to trenches, laying true to line and level and perfect linking at joints with rubber gasket, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour, all lead & lift including earth work excavation including CC Cutting upto 0.7 mts depth, laying 150 mm thick Gravel, refilling the trench with excavated soils, carting of surplus earth upto a lead of 2kms, necessary hydraulic test to the required pressure as per ISS etc complete as per approved drawings and as per the directions of the engineer-in-charge for finished item of work
29388
-
16521640
Vempalli BOQ;Carting of surplus excavated rock/Soil within a lead of 2 Km from the site to a distance suitable place including loading charges by manual means, cost & conveyance, dumping, labour charges, vehicle idle charges and other incidental and operational charges etc., complete.
45467.54
-
2438424
Vempalli BOQ;Carting of surplus excavated rock/Soil within a lead of 2 Km from the site to a distance suitable place including manual loading charges by manual means, cost & conveyance, dumping, labour charges, vehicle idle charges and other incidental and operational charges etc., complete.
23221.64
-
1857267
Vempalli BOQ;Filling the narrow by lanes with recarted earth after laying of pipe lines upto 2kms to site including loading charges, cost & conveyance, dumping, labour charges and other incidental and operational charges etc., complete
10741.52
-
1142253
Vempalli BOQ;Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar
3000
-
1390260
Vempalli BOQ;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH.Cement Concrete M15 & M20 (Manual means)
1600
-
926368
Vempalli BOQ;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH.Reinforced Cement Concrete / prestressed Concrete (Manual means).
500
-
937395
Vempalli BOQ;Dewatering pipe line trenches etc, duly 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.
60000
-
3850200
Vempalli BOQ;Uprooting the existing following sizes of CI/DI water supply mains by melting the lead loosening the joints, scraping the pipes, hoisting and transporting to a suitable distance as directed by the departmental officers but excluding earth work excavation and refilling including all incidental and operational charges etc., complete.80mm dia
6000
-
390240
Vempalli BOQ;Uprooting the existing following sizes of CI/DI water supply mains by melting the lead loosening the joints, scraping the pipes, hoisting and transporting to a suitable distance as directed by the departmental officers but excluding earth work excavation and refilling including all incidental and operational charges etc., complete.100mm dia
3000
-
223050
Vempalli BOQ;Uprooting the existing following sizes of CI/DI water supply mains by melting the lead loosening the joints, scraping the pipes, hoisting and transporting to a suitable distance as directed by the departmental officers but excluding earth work excavation and refilling including all incidental and operational charges etc., complete.150mm dia
2000
-
184720
Vempalli BOQ;Providing and restoration temporary water supply house service connections with ISI mark GI pipes 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.15mm dia
2257
-
435940
Vempalli BOQ;Providing and restoration temporary water supply house service connections with ISI mark GI pipes 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.20mm dia
1129
-
248843
Vempalli BOQ;Providing and restoration temporary water supply house service connections with ISI mark GI pipes 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.25mm dia & restoration
377
-
108369
Vempalli BOQ;Providing temporary UPVC Sewer house service connections, so as not to disturb the exisitng sewer 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. 110mm dia PVC lines
6269
-
1568190
Vempalli BOQ;Road crossing / Highway Crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils including hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials including the cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in ? Charge. (crossing using 800 mm dia MS pipe-12mm thick.)
90
-
5342472
Vempalli BOQ;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 and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means. In ordinary soils up to 3.00 Mts depth below GL by Mechanical means
20834.09
-
2332585
Vempalli BOQ;Collection, Supply and filling with Filler Materaial (Sand or Quarry Dust) 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 - Sand as Filler Material
21309.6
-
13110518
Vempalli BOQ;Collection, Supply and filling with Filler Materaial (Sand or Quarry Dust) 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 - Dust as Filler Material
5327.4
-
4542088
Vempalli BOQ;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, 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.
5381.88
-
20184310
Vempalli BOQ;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 appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. for ROAD restoration
6214.9
-
33270846
Vempalli BOQ;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 appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. For Full Road Width
10421.25
-
57462773
Vempalli BOQ;Construction of 5.00 MLD Capacity for CA"A" in Vempalli based on Sequential Batch Reactor (SBR) Technology.
5
-
83106630
Vempalli BOQ;Investigation, Designing, providing, constructing and hydraulic testing, commissioning and giving satisfactory trials of sewage Treatment plant consisting of inlet chamber, screen chamber, Detritus Tanks, Distribution chamber and Biological SBR Basins Sludge Sump, Chlorine Contact Tank, Chlorinator Room, Sludge Centrifuge, necesssary piping work with required DI valves, DI gates, drains, path ways, administration Block, Tools and Plants, Spare Parts including dewatering and Leveling for STP site 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.
-
-
-
Vempalli BOQ;to achieve BOD < 10 ppm, COD < 50 ppm, PH= 6.5 to 9, TSS < 10 ppm, with N,P removal with outlet parameters of TN < 10 ppm, NH 4 N < 5 ppm and PO4 - P < 2 ppm , Fecal Coliform <100 MPN /100 ml, Nitrogen, Phosphorus < 1 ppm as suggested by CPCB & NGT Norms; considering peak factor as 2.50 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 town supplied at the STP component as per the scope and confirming norms as mentioned above. The plant should be completely automated with SCADA. All railing shall be with Galvaniosed Iron and other structural steel works / fabrications are to be provided, with application of hot dip zinc coating according to specifications as per IS 4759 : 1996 (Reaffirmed 2006). All pipe and valve with DI material
-
-
-
Vempalli BOQ;1.Inlet Chamber: Designing, providing and constructing RCC (M:30) inlet chamber for the peak flow of 2.50 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 and as directed by engineer in charge.
-
-
-
Vempalli BOQ;2.Screen Chamber: Designing , providing ,constructing, testing and commissioning of screen chamber, designed for average 1DWF and maximum peak flow of 2.50 DWF in RCC (M-30), including inlet pipe/channel from inlet chamber, outlet pipe/ channel to detritus tank, free board of 0.5 m minimum , RCC walkway 1.2m width with GI pipe railing, RCC staircase of 1.2 m width from GL to screen chamber as directed by engineer in charge.
-
-
-
Vempalli BOQ;3.Detritus Tank: Designing , providing and constructing continuous grit removal type of Detritus Tank, mechanically operated in RCC (M-30) 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 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 by the by Engineer-in-charge.
-
-
-
Vempalli BOQ;4.CASP Basins: Desiging, providing and constructing in RCC (M : 30), 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 2.50, 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 as directed by engineer in charge.
-
-
-
Vempalli BOQ;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 be maintained 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 & APPCB and as per obligatory provision and as detailed specification and as directed by engineer in charge.
-
-
-
Vempalli BOQ;6.Naocl Dosing system and Room : Designing, providing and constructing of Naocl Dosing system 2 Nos 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 Room of adequate size. The Naocl Dosing system equipment shall include cost of mixing unit, piping, valves, measuring and controlling equipments safety devices, lifting equipments etc, As per CPHEEO Manual, tonner/mixing room should have capacity for loading and unloading facility. Tonner storage should be distinctly isolated and should be for minimum storage as directed in the design specification.
-
-
-
Vempalli BOQ;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 DI pipe complete as per detailed specification and as directed by engineer in charge.
-
-
-
Vempalli BOQ;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 as directed by engineer in charge.
-
-
-
Vempalli BOQ;9. Outfall Sewer: Designing, providing and constructing apporpriate outfall sewer of RCC NP3 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 as directed by engineer in charge.
-
-
-
Vempalli BOQ;10. Piping work in DI 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 and as directed by engineer in charge.
-
-
-
Vempalli BOQ;11. Administrative Bulding (G+1) : Designing, providing and constructing administrative building, office 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 M 25 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 administrative building should be so centralized that it should not be attached with any unit but should have complete control of every unit including beautification, telephone and intercom arrangement and wireless system as directed by engineer in charge.
-
-
-
Vempalli BOQ;12. Infrastructure works : Construction of compound wall, M.S Gate of size 3.00 X 2.40 m Length of compound wall hall is minimum of 200 m. Min. height of the compound wall shall be 1.80 m above plinth. Internal CC roads (4M wide), landscaping etc.,.
-
-
-
Vempalli BOQ;Notes :-
-
-
-
Vempalli BOQ;All water retaining structures are in M30 grade of concrete.
-
-
-
Vempalli BOQ;Grade of cement used is OPC 43/53 grade
-
-
-
Vempalli BOQ;All civil items, electrical, piping, valves, pumps, motors, blowers etc. are considered.
-
-
-
Vempalli BOQ;Grade of steel used is Fe 500.
-
-
-
Vempalli BOQ;Treated Water Disposal up to 50 m considered.
-
-
-
Vempalli BOQ;Construction of Inlet Chamber, TrashScreen, Coarse Screen and Grit Chamber.
-
-
-
Vempalli BOQ;Earthwork in excavation for structures 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
826.73
-
92561
Vempalli BOQ;Supply and filling with sand from approved quarry including cost and conveyance, watering, tamping including all labour charges.
18.43
-
11339
Vempalli BOQ;Plain Cement Concrete 1:3:6 using 40mm graded metal & 20mm graded nominal size machine crushed metal 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.
8.93
-
33491
Vempalli BOQ;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, sales & other taxes 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 base slab
10.9
-
98845
Vempalli BOQ;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, sales & other taxes 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
127.12
-
1724031
Vempalli BOQ;Supplying, fitting and placing HYSD (Fe-500) 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
12421.98
-
1181082
Vempalli BOQ;Supply, delivery, laying, jointing and testing of 250 mm dia DI K9 S/S with high alumina cement mortar lining confirming to EN 14647 inside the pipes with outside Zinc coating from proposed collection well cum pump house to proposed STP
-
-
-
Vempalli BOQ;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)
63
-
7053
Vempalli BOQ;Centrifugally cast (Spun) Ductile Iron pressure pipes for water, gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths for classification K9 suitable for push-on-joint (rubber gasket d jointing) with High Alumina Cement mortar lining inside the pipes with outside zinc coating including transportation complete.
50
-
222257
Vempalli BOQ;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
50
-
6518
Vempalli BOQ;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
9
-
2945
Vempalli BOQ;Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) including loading, unloading, transportation to site of work stacking at site transit risk and package.
100
-
13466
Vempalli BOQ;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; including transportation and all taxes complete.250mm Dia PN 1.6
1
-
60019
Vempalli BOQ;Labour charges for lowering and keeping in position of D.I. D/F Swing Check type Reflux valves (Non Return Valves) complete.250mm Dia PN 1.6
1
-
638
Vempalli BOQ;Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation. 50 DN PN1.6 ( Air Valve)
1
-
15983
Vempalli BOQ;Labour charges for fixing kinetic Air Valves -50 DN PN1.6 ( Air Valve)
1
-
264
Vempalli BOQ;Supply, delivery, installation and testing of sewage Pump sets at Wet well near 5 MLD STP CA-"A"
-
-
-
Vempalli BOQ;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 wet wells. 3 nos Submersible pump sets
78.33
-
2349900
Vempalli BOQ;Construction of Wet well cum Pump House for Catchment - A
-
-
-
Vempalli BOQ;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete. By Machinary upto 3 mts depth as directed by the Departmental Authorities.
198.46
-
22220
Vempalli BOQ;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete. By Manual means upto 3mts depth as directed by the Departmental Authorities.
52.92
-
10724
Vempalli BOQ;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete. By mechanical means from 3mts to 6.0mts depth as directed by the Departmental Authorities.
261.3
-
33433
Vempalli BOQ;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete. By Manual means upto 3mts depth as directed by the Departmental Authorities.
52.26
-
13616
Vempalli BOQ;Earthwork excavation in hard rock such as sheet rock and boulders in habitant areas where conventional blasting can not be done for foundations pipe line trenches, including all incidental and operational charges etc., complete.including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete as directed by the Departmental Authorities. (In hard rock blasting prohibited:)
48.07
-
97146
Vempalli BOQ;Bailing out water from Pipe line trenches with oil driven pumpsets, including hire charges, fuel charges for driver & helper etc., complete as directed by the Departmental Authorities.
320
-
20534
Vempalli BOQ;Supply, collection, stacking & filling of sand for bedding including cost & conveyance of all materials & labour charges, seignorage charges, filling tamping charges etc complete as directed by the Departmental Authorities.
13.23
-
8140
Vempalli BOQ;Plain Cement Concrete (1:4:8) using 40 mm graded metal HBG machine crushed metal including cost and conveyance of all materials, seignorage charges, labour charges, mixing charges, consolidation, levelling, centering charges etc., complete as directed by the Departmental Authorities.
13.99
-
52468
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Raft Slab
52.92
-
453501
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Sidewalls of Sump :
45.74
-
535113
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Columns in Pump House
10.31
-
114947
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Floor Slab of sump
22.05
-
174036
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Floor Beam
10.4
-
108529
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Lintel Beam
0.22
-
2495
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Corbel Beam
6.26
-
65326
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Sunshades
2.16
-
1915
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Ring Beam at roof level
3.91
-
40803
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Roof Beams
4.8
-
50090
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Roof Slab
8.12
-
75962
Vempalli BOQ;Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (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 for finished item of work as directed by the Departmental Authorities.
14796.06
-
1406809
Vempalli BOQ;Brick work in C.M. (1:6) prop using 2nd class well burnt grounded moulded bricks including cost and conveyance of all materials, seigniorage, sales tax on all materials, labour charges, including mortar mixing, scaffolding, laying, curing, finishing as directed by the Departmental Authorities.
23.54
-
132794
Vempalli BOQ;Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:3) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, seigniorage charges, all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls
319.53
-
124495
Vempalli BOQ;Providing two coats of Snowcem Paint of approved colour to exterior surfaces over one coat primer including cost & conveyance of all materials,labour charges etc., complete as directed by the Departmental Authorities.
166.17
-
33290
Vempalli BOQ;Providing two coats of Oil Bound Distemper of approved colour to interior surfaces over one coat primer including cost & conveyance of all materials,labour charges etc., complete as directed by the Departmental Authorities.
153.45
-
32014
Vempalli BOQ;Supplying and fixing of Rolling shutter made of 80X 1.25 mm machine rolled lathes including top cover, bearings, and locking arrangements , a coat of red oxide primer etc complete as directed by the Departmental Authorities.
12
-
47718
Vempalli BOQ;Painting with synthetic Enamel paint of grade-I in two coats over a primary coat including cost of paint, labour charges etc, complete for finished item of work as directed by the Departmental Authorities.
20.16
-
2084
Vempalli BOQ;Providing and fixing of Openable Windows made of pre-painted steel (Base steel as per IS 513 of 0.58 mm 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 5-7micronsthick alkyd backer and section for outer frame of 48 x 50 mm, centre mullionof 48 x 50 mm, section for shutter of 48 x 25 mm and the fixed glass beadingsection should be 12 x 12 mm and the outer frame and mullions to haverebate for glazed shutter with a 20 mm provision for guard bars/grills and thesections cut to length metre joined with corner bracket, centre mullion fixedwith mullion cap, handle, stay, 2 nos. of stainless steel heavy duty pivot hingesprovided per shutter and windows fitted with 5 mm thick plain float glass withrubber gaskets including fixing the frames in concrete/masonry wall by meansof self expanding screws, Including 10mm Square guard bars with 6?(152.4mm) pitch etc., complete for finished item of work. Centre fixed both side openable shutter window 5?0?x4?0? (1524mm x1219.2mm). Outer frame section size of 72x50mm. Shutter frame section size of 48 x 25 mm. Mullion section size of 72x50mm. Fixed beading section size of 12 x 12 mm as directed by the Departmental Authorities.
4.32
-
32517
Vempalli BOQ;Providing impervious coat with C.M (1:3) 20 mm thick laid when the roof slab is green with water proof compound @ 1kg/bag of cement finished smooth with a floating coat of neat cement including cost & conveyance of all materials etc complete for finished item of work as directed by the Departmental Authorities.
58.09
-
24577
Vempalli BOQ;CONSTRUCTION OF COMPOUND WALL TO 5MLD STP
-
-
-
Vempalli BOQ;Earth work excavation and depositing on bank with an initial lead of 10 mts and lift of 2 mts for loamy, clayey soils like black cotton soils, all taxes, red earth, ordinary gravel, soils including cost and conveyance of all labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work for foundations of the building as directed by the Departmental Authorities.
175.14
-
19609
Vempalli BOQ;Plain cement concrete in (1:4:8) prop using 40 mm nominal size hard broken machine crushed granite metal as per SS including cost and conveyance of all materials, seignarage, sales tax and labour charges such as mixing concrete, laying, tamping, curing all operational, incidental charges etc., complete as per SS for finished item of work for building foundation concrete as directed by the Departmental Authorities.
19.55
-
73321
Vempalli BOQ;Construction of RR Masonry in C.M(1:6) pop in 2nd sort using granite stone including cost and conveyance of all materials to site labour charges including all lead and lift and all other incidental and operational charges etc complete as directed by the Departmental Authorities.
87.75
-
347383
Vempalli BOQ;RCC M- 20 design mix corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges including centering, shuttering, machine mixing, laying concrete, vibrating, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Departmental Authorities.Column footings
7.94
-
63323
Vempalli BOQ;RCC M- 20 design mix corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges including centering, shuttering, machine mixing, laying concrete, vibrating, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Departmental Authorities.Plinth beam
5.29
-
54810
Vempalli BOQ;RCC M- 20 design mix corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges including centering, shuttering, machine mixing, laying concrete, vibrating, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Departmental Authorities.Columns
3.78
-
39897
Vempalli BOQ;RCC M- 20 design mix corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges including centering, shuttering, machine mixing, laying concrete, vibrating, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Departmental Authorities.Beam over compound wall
5.29
-
53627
Vempalli BOQ;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars ( 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 sales and other taxes on all materials etc., complete for finished item of work in all floors.
1784
-
169623
Vempalli BOQ;Brick Masonry in CM (1:6) Proportion with PSC using traditional size 23 x 11 x 7 cms 2nd class Bricks including cost and conveyance of all materials, Mixing of cement mortor and laying of bricks and mortor to specified thickness , curing , all labour charges complete for finished item of work as directed by the Departmental Authorities.
36.72
-
207144
Vempalli BOQ;Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:3) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, seigniorage charges, all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls
400
-
155848
Vempalli BOQ;Painting walls with snow cem paint of good quality of approved colour over primary coat of cement primer including cost, and conveyance of all materials to site, taxes using brushes and including all required materials , watering charges all labour charges, scoffolding charges, lifting charges operational charges etc., complete for finished item of work and as directed by the departmental officer in charge of the work as directed by the Departmental Authorities.
400
-
80136
Vempalli BOQ;Provding suitable arnamental MS gates including cost of fixing and painting the gate with suitable paits over two coats of red oxide and all other materials required as per the approved drawing and as directed by the Departmental Authorities.
1000
-
90440
Vempalli BOQ;Laying of sewer lines of various diameters including construction of man holes, Inspection chambers in Catchment - B.
-
-
-
Vempalli BOQ;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.
5139.99
-
533223
Vempalli BOQ;Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work. as directed by the departmental officers.
2380.2
-
7539498
Vempalli BOQ;Cutting open water bound macadam road including soiling for pipe line trench work. as directed by the departmental officers.
134.1
-
43119
Vempalli BOQ;Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, 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:
17827.52
-
1995969
Vempalli BOQ;Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, 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 for Pipe Line trenches by manual means. In ordinary soils, up to 3.00 Mts depth below GL by Manual means:
6366.97
-
1290203
Vempalli BOQ;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, 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 (blasting prohibited) -up to 3.00Mts. below GL:
1273.39
-
2573419
Vempalli BOQ;Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, 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 from 3.00 Mts to 6.00Mts depth below GL by Mechanical means:
8535.12
-
1092069
Vempalli BOQ;Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, 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 for Pipe Line trenches by manual means. In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means:
3048.26
-
794194
Vempalli BOQ;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, 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 (blasting prohibited) -up to 3.00Mts. below GL:
609.65
-
1232054
Vempalli BOQ;Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.
16605
-
581673
Vempalli BOQ;Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.
32585
-
1235949
Vempalli BOQ;Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 4.50 to 6.50 Mts.
2222
-
90724
Vempalli BOQ;Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L
1173.75
-
192084
Vempalli BOQ;Supply and fiilling with Soft Gravel in trenches, sides of foundations 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)
5216.04
-
1300880
Vempalli BOQ;Supply, & delivery of (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) excluding transportation to anywhere in A.P, excluding all taxes.152mm ID DWC Sewer Lines
16359
-
5947642
Vempalli BOQ;Supply, & delivery of (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) excluding transportation to anywhere in A.P, excluding all taxes.200mm ID DWC Sewer Lines
3066
-
1842727
Vempalli BOQ;Supply, & delivery of (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) excluding transportation to anywhere in A.P, excluding all taxes.250mm ID DWC Sewer Lines
3222
-
3020045
Vempalli BOQ;Laying of DWC of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line). 152mm ID DWC Sewer Lines
16359
-
1558031
Vempalli BOQ;Laying of DWC of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line). 200mm ID DWC Sewer Lines
3066
-
498685
Vempalli BOQ;Laying of DWC of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line). 250mm ID DWC Sewer Lines
3222
-
1199454
Vempalli BOQ;Supply and delivery of RCC Socket and Spigot Pipes confirming to B.I.S. 458/2003 manufactured by using Sulphate resistant cement including Transportation to work site but excluding GST .450mm dia RCC NP4 Sewer Lines
828
-
1721694
Vempalli BOQ;Lowering the RCC NP4 S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters including cost of rubber rings as per BIS No.783/1985.450mm dia RCC NP4 Sewer Lines
828
-
224057
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings - 0.90m dia manhole for 1.10m to 1.65 m Depth
602
-
8750624
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings- 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth
1459
-
1612210
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings- 1.20m dia manhole 1.65m depth to 2.30mts
244
-
6369444
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings- 1.20m dia manhole extra lift of 0.1m depth up to 2.30m
832
-
1740552
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings - 1.50m dia manhole 2.30m depth to 3 mts depth
128
-
6420472
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings- 1.50m dia manhole extra lift of 0.1m depth up to 3.00m
562
-
1394339
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings - 1.50m dia manhole 3.0m depth to 5mts depth
143
-
9672539
Vempalli BOQ;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks using flyash of 80 kgs, cement of 15kgs, Gypusum of 5kgs and stone dust with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat of SR Cement of CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC of CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) of 560 mm and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as directed by the departmental officers and as per approved desgins and Drawings - 1.50m dia manhole extra lift of 0.1m depth up to 5.00m
1491
-
4881295
Vempalli BOQ;Construction of 0.45 mts inner dia Inspection chambers (IC) using M30 grade of concrete (Design Mix) using 20mm graded metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water, 100mm thick side wall and base slab in M30 grade, 100mm thick PCC (1:4:8) prop using 20mm HBG metal, including earth work excavation, supply and fixing of FRC frame and cover HD-10 of 560mm clear opening, including cost of steel and its fabrication charges, backfilling in trenches with excavated material, carting of excess excavated materials upto a lead of 2 kms etc complete as per approved drawings and as directed by Engineer-in-Charge complete for finished item of work.0.45 mts dia and 0.60 mts depth
2111
-
8789444
Vempalli BOQ;Construction of 0.45 mts inner dia Inspection chambers (IC) using M30 grade of concrete (Design Mix) using 20mm graded metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water, 100mm thick side wall and base slab in M30 grade, 100mm thick PCC (1:4:8) prop using 20mm HBG metal, including earth work excavation, supply and fixing of FRC frame and cover HD-10 of 560mm clear opening, including cost of steel and its fabrication charges, backfilling in trenches with excavated material, carting of excess excavated materials upto a lead of 2 kms etc complete as per approved drawings and as directed by Engineer-in-Charge complete for finished item of work.0.60 mts dia and 0.60 mts depth
235
-
1156668
Vempalli BOQ;Supply of 100 mm ID OD Class SN 8 Double wall corrogated (external annual corrugated & smooth internal wall) (DWC) pipe in accordence with IS 16098 (Part-2) including conveyance charges to work site, lowering in to trenches, laying true to line and level and perfect linking at joints with rubber gasket, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour, all lead & lift including earth work including cc cutting and excavation upto 0.7 mts depth, laying 150mm thick Gravel, refilling the trench with excavated soils, carting of surplus earth upto a lead of 2kms, necessary hydraulic test to the required pressure as per ISS etc complete as per approved drawings and as per the directions of the engineer-in-charge for finished item of work
10000
-
5621900
Vempalli BOQ;Carting of surplus excavated rock/Soil within a lead of 2 Km from the site to a distance suitable place including loading charges by manual means, cost & conveyance, dumping, labour charges, vehicle idle charges and other incidental and operational charges etc., complete.
18298.37
-
981342
Vempalli BOQ;Carting of surplus excavated rock/Soil within a lead of 2 Km from the site to a distance suitable place including manual loading charges by manual means, cost & conveyance, dumping, labour charges, vehicle idle charges and other incidental and operational charges etc., complete.
9967.53
-
797203
Vempalli BOQ;Filling the narrow by lanes with recarted earth after laying of pipe lines upto 2kms to site including loading charges, cost & conveyance, dumping, labour charges and other incidental and operational charges etc., complete
4707.62
-
500608
Vempalli BOQ;Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar
1500
-
695130
Vempalli BOQ;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH.Cement Concrete M15 & M20 (Manual means)
600
-
347388
Vempalli BOQ;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH.Reinforced Cement Concrete / prestressed Concrete (Manual means).
200
-
374958
Vempalli BOQ;Dewatering pipe line trenches etc, duly 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.
48000
-
3080160
Vempalli BOQ;Uprooting the existing following sizes of CI/DI water supply mains by melting the lead loosening the joints, scraping the pipes, hoisting and transporting to a suitable distance as directed by the departmental officers but excluding earth work excavation and refilling including all incidental and operational charges etc., complete.80mm dia
3000
-
195120
Vempalli BOQ;Uprooting the existing following sizes of CI/DI water supply mains by melting the lead loosening the joints, scraping the pipes, hoisting and transporting to a suitable distance as directed by the departmental officers but excluding earth work excavation and refilling including all incidental and operational charges etc., complete.100mm dia
1500
-
111525
Vempalli BOQ;Uprooting the existing following sizes of CI/DI water supply mains by melting the lead loosening the joints, scraping the pipes, hoisting and transporting to a suitable distance as directed by the departmental officers but excluding earth work excavation and refilling including all incidental and operational charges etc., complete.150mm dia
1000
-
92360
Vempalli BOQ;Providing and restoration temporary water supply house service connections with ISI mark GI pipes 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.15mm dia
846
-
163405
Vempalli BOQ;Providing and restoration temporary water supply house service connections with ISI mark GI pipes 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.20mm dia
423
-
93233
Vempalli BOQ;Providing and restoration temporary water supply house service connections with ISI mark GI pipes 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.25mm dia
141
-
40530
Vempalli BOQ;Providing temporary UPVC Sewer house service connections, so as not to disturb the exisitng sewer 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. 110mm dia PVC lines
7043
-
1761806
Vempalli BOQ;Road crossing / Highway Crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils including hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials including the cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in ? Charge- 800 mm dia MS Pipe using 12mm thick
90
-
5342472
Vempalli BOQ;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 and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means. In ordinary soils up to 3.00 Mts depth below GL by Mechanical means
7995.7
-
895199
Vempalli BOQ;Collection, Supply and filling with Filler Materail (Sand or Quarry Dust) 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 Sand as Filler Material
8348.89
-
5136571
Vempalli BOQ;Collection, Supply and filling with Filler Materaial (Sand or Quarry Dust) 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 Dust as Filler Material
2087.22
-
1779543
Vempalli BOQ;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, 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.
2071.66
-
7769595
Vempalli BOQ;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 appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. FOR ROAD Restoration
2351.72
-
12589698
Vempalli BOQ;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 appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. For Full Road Width
6295.28
-
34712174
Vempalli BOQ;Construction of 2.00 MLD Capacity for CA"B" in Vempalli based on Sequential Batch Reactor (SBR) Technology.
2
-
52904788
Vempalli BOQ;Investigation, Designing, providing, constructing and hydraulic testing, commissioning and giving satisfactory trials of sewage Treatment plant consisting of inlet chamber, screen chamber, Detritus Tanks, Distribution chamber and Biological SBR Basins Sludge Sump, Chlorine Contact Tank, Chlorinator Room, Sludge Drying Beds necesssary piping work with required DI valves, DI gates, drains, path ways, administration Block, Tools and Plants, Spare Parts including dewatering and Leveling for STP site 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.
-
-
-
Vempalli BOQ;complete to achieve BOD < 10 ppm, COD < 50 ppm, PH= 6.5 to 9, TSS < 10 ppm, with N,P removal with outlet parameters of TN < 10 ppm, NH 4 N < 5 ppm and PO4 - P < 2 ppm , Fecal Coliform <100 MPN /100 ml, Nitrogen, Phosphorus < 1 ppm as suggested by CPCB & NGT Norms; considering peak factor as 2.50 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 town supplied at the STP component as per the scope and confirming norms as mentioned above. The plant should be completely automated with SCADA. All railing shall be with Galvaniosed Iron and other structural steel works / fabrications are to be provided, with application of hot dip zinc coating according to specifications as per IS 4759 : 1996 (Reaffirmed 2006). All pipe and valve with DI material
-
-
-
Vempalli BOQ;1.Inlet Chamber: Designing, providing and constructing RCC (M:30) inlet chamber for the peak flow of 2.50 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 and as directed by engineer in charge.
-
-
-
Vempalli BOQ;2.Screen Chamber: Designing , providing ,constructing, testing and commissioning of screen chamber, designed for average 1DWF and maximum peak flow of 2.50 DWF in RCC (M-30), including inlet pipe/channel from inlet chamber, outlet pipe/ channel to detritus tank, free board of 0.5 m minimum , RCC walkway 1.2m width with GI pipe railing, RCC staircase of 1.2 m width from GL to screen chamber as directed by engineer in charge.
-
-
-
Vempalli BOQ;3.Detritus Tank: Designing , providing and constructing continuous grit removal type of Detritus Tank, mechanically operated in RCC (M-30) 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 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 by the by Engineer-in-charge.
-
-
-
Vempalli BOQ;4.CASP Basins: Desiging, providing and constructing in RCC (M : 30), 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 2.50, 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 as directed by engineer in charge.
-
-
-
Vempalli BOQ;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 be maintained 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 & APPCB and as per obligatory provision and as detailed specification and as directed by engineer in charge.
-
-
-
Vempalli BOQ;6.Naocl Dosing system and Room : Designing, providing and constructing of Naocl Dosing system 2 Nos 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 Room of adequate size. The Naocl Dosing system equipment shall include cost of mixing unit, piping, valves, measuring and controlling equipments safety devices, lifting equipments etc, As per CPHEEO Manual, tonner/mixing room should have capacity for loading and unloading facility. Tonner storage should be distinctly isolated and should be for minimum storage as directed in the design specification.
-
-
-
Vempalli BOQ;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 DI pipe complete as per detailed specification and as directed by engineer in charge.
-
-
-
Vempalli BOQ;8.Sludge Drying Beds: Sludge Drying beds of required/adequate capacity for sludge dewatering as per CPHEEO guidelines
-
-
-
Vempalli BOQ;9. Outfall Sewer: Designing, providing and constructing apporpriate outfall sewer of RCC NP3 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 as directed by engineer in charge.
-
-
-
Vempalli BOQ;10. Piping work in DI 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 and as directed by engineer in charge.
-
-
-
Vempalli BOQ;11. Administrative Bulding (G+1) : Designing, providing and constructing administrative building, offiice 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 M 25 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 should be so centralized that it should not be attached with any unit but should have complete control of every unit and providing beautification, telephone and intercom arrangement and wireless system as directed by engineer in charge.
-
-
-
Vempalli BOQ;12. Infrastructure works : Construction of compound wall, M.S Gate of size 3.00 X 2.40 m Length of compound wall hall is minimum of 200 m. Min. height of the compound wall shall be 1.80 m above plinth. Internal CC roads (4M wide), landscaping etc.,.
-
-
-
Vempalli BOQ;Notes :-
-
-
-
Vempalli BOQ;All water retaining structures are in M30 grade of concrete.
-
-
-
Vempalli BOQ;Grade of cement used is OPC 43/53 grade
-
-
-
Vempalli BOQ;All civil items, electrical, Piping, valves, pumps, motors, blowers etc. are considered.
-
-
-
Vempalli BOQ;Grade of steel used is Fe 500.
-
-
-
Vempalli BOQ;Treated Water Disposal up to 50 m considered.
-
-
-
Vempalli BOQ;Construction of Inlet Chamber, TrashScreen, Coarse Screen and Grit Chamber.
-
-
-
Vempalli BOQ;Earthwork in excavation for structures 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
604.43
-
67672
Vempalli BOQ;Supply and filling with sand from approved quarry including cost and conveyance, watering, tamping including all labour charges.
15.47
-
9518
Vempalli BOQ;Plain Cement Concrete 1:3:6 using 40mm graded metal & 20mm graded nominal size machine crushed metal 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.
7.49
-
28091
Vempalli BOQ;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, sales & other taxes 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.Base Slab
9.52
-
86330
Vempalli BOQ;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, sales & other taxes 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.Sidewall
95.16
-
1290582
Vempalli BOQ;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 BLD-CSTN-2-18.
9421.38
-
895785
Vempalli BOQ;Supply, delivery, laying, jointing and testing of 250 mm dia DI K9 S/S with high alumina cement mortar lining confirming to EN 14647 inside the pipes with outside Zinc coating from proposed collection well cum pump house to proposed STP.
-
-
-
Vempalli BOQ;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)
63
-
7053
Vempalli BOQ;Supply, Delivery of Centrifugally cast (Spun) Ductile Iron pressure pipes for water, gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths for classification K7 suitable for push-on-joint (rubber gasket d jointing) with High Alumina Cement mortar lining inside the pipes with outside zinc coating including transportation complete. 200 mm dia DI K9 pipe
50
-
168915
Vempalli BOQ;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 200 mm dia DI K9 pipe
50
-
4825
Vempalli BOQ;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 200 mm dia DI K9 pipe
9
-
2596
Vempalli BOQ;Supply, Delivery of Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) including loading, unloading, transportation to site of work stacking at site transit risk and package.
100
-
13466
Vempalli BOQ;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; including transportation and all taxes complete. 200 mm dia DI PN 1.6
1
-
43710
Vempalli BOQ;Labour charges for lowering and keeping in position of D.I. D/F Swing Check type Reflux valves (Non Return Valves) complete 200 mm dia DI PN 1.6
1
-
449
Vempalli BOQ;Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation. 50 DN PN1.6 ( Air Valve)
1
-
15983
Vempalli BOQ;Labour charges for fixing kinetic Air Valves 50 DN PN1.6 ( Air Valve)
1
-
264
Vempalli BOQ;Supply, delivery, installation and testing of sewage Pump sets at Wet well near 2 MLD STP CA-"B"
-
-
-
Vempalli BOQ;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 wet wells
31.32
-
939600
Vempalli BOQ;Construction of Wet well cum Pump House for Catchment - B
-
-
-
Vempalli BOQ;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete. By Machinary upto 3 mts depth as directed by the Departmental Authorities.
194.73
-
21802
Vempalli BOQ;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete. By Manual means upto 3mts depth as directed by the Departmental Authorities.
51.93
-
10523
Vempalli BOQ;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete. By mechanical means from 3mts to 6.0mts depth as directed by the Departmental Authorities.
219.31
-
28061
Vempalli BOQ;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete. By Manual means upto 3mts to 6mts depth as directed by the Departmental Authorities.
62.66
-
16325
Vempalli BOQ;Earthwork excavation in hard rock such as sheet rock and boulders in habitant areas where conventional blasting can not be done for foundations pipe line trenches, including all incidental and operational charges etc., complete.including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete as per specification drawings and as directed by the departmental officer with an initial lead of 50 M and with all lifts and delifts for foundation including all incidental and operational charges etc., complete as directed by the Departmental Authorities. In hard rock blasting prohibited:
44.31
-
89547
Vempalli BOQ;Bailing out water from Pipe line trenches with oil driven pumpsets, including hire charges, fuel charges for driver & helper etc., complete as directed by the Departmental Authorities.
320
-
20534
Vempalli BOQ;Supply, collection, stacking & filling of sand for bedding including cost & conveyance of all materials & labour charges, seignorage charges, filling tamping charges etc complete as directed by the Departmental Authorities.
12.98
-
7986
Vempalli BOQ;Plain Cement Concrete (1:4:8) using 40mm graded metal HBG machine crushed metal including cost and conveyance of all materials, seignorage charges, labour charges, mixing charges, consolidation, levelling, centering charges etc., complete as directed by the Departmental Authorities.
14.51
-
54419
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Raft Slab
48.05
-
411767
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Sidewalls of Sump
35.75
-
418240
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Columns in Pump House
9.96
-
111045
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Floor Slab of sump
21.64
-
170800
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Floor Beam
10.4
-
108529
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Lintel Beam
0.22
-
2495
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Corbel Beam
6.22
-
64909
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Sunshades
2.16
-
1915
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Ring Beam at roof level
3.89
-
40594
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Roof Beams
4.8
-
50090
Vempalli BOQ;RCC in M 30 Grade design mix using 20mm down graded 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, curingand all incidental & operational charges etc. complete conforming to standard specification but excluding cost & conveyance of reinforcement and its fabrication charges as directed by the Departmental Authorities.Roof Slab
8.02
-
75027
Vempalli BOQ;Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (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 for finished item of work as directed by the Departmental Authorities.
13420.53
-
1276024
Vempalli BOQ;Brick work in C.M. (1:6) prop using 2nd class well burnt grounded moulded bricks including cost and conveyance of all materials, seigniorage, sales tax on all materials, labour charges, including mortar mixing, scaffolding, laying, curing, finishing as directed by the Departmental Authorities.
23.35
-
131722
Vempalli BOQ;Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:3) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, seigniorage charges, all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls
315.47
-
122913
Vempalli BOQ;Providing two coats of Snowcem Paint of approved colour to exterior surfaces over one coat primer including cost & conveyance of all materials,labour charges etc., complete as directed by the Departmental Authorities.
164
-
32856
Vempalli BOQ;Providing two coats of Oil Bound Distemper of approved colour to interior surfaces over one coat primer including cost & conveyance of all materials,labour charges etc., complete as directed by the Departmental Authorities.
151
-
31503
Vempalli BOQ;Supplying and fixing of Rolling shutter made of 80X 1.25 mm machine rolled lathes including top cover, bearings, and locking arrangements , a coat of red oxide primer etc complete as directed by the Departmental Authorities.
12
-
47718
Vempalli BOQ;Painting with synthetic Enamel paint of grade-I in two coats over a primary coat including cost of paint, labour charges etc, complete for finished item of work as directed by the Departmental Authorities.
20.16
-
2084
Vempalli BOQ;Providing and fixing of Openable Windows made of pre-painted steel (Base steel as per IS 513 of 0.58 mm 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 5-7micronsthick alkyd backer and section for outer frame of 48 x 50 mm, centre mullion of 48 x 50 mm, section for shutter of 48 x 25 mm and the fixed glass beadingsection should be 12 x 12 mm and the outer frame and mullions to haverebate for glazed shutter with a 20 mm provision for guard bars/grills and thesections cut to length metre joined with corner bracket, centre mullion fixedwith mullion cap, handle, stay, 2 nos. of stainless steel heavy duty pivot hingesprovided per shutter and windows fitted with 5 mm thick plain float glass withrubber gaskets including fixing the frames in concrete/masonry wall by meansof self expanding screws, Including 10mm Square guard bars with 6?(152.4mm) pitch etc., complete for finished item of work. Centre fixed both side openable shutter window 5?0?x4?0? (1524mm x1219.2mm). Outer frame section size of 72x50mm. Shutter frame section size of 48 x 25 mm. Mullion section size of 72x50mm. Fixed beading section size of 12 x 12 mm as directed by the Departmental Authorities.
4.32
-
32517
Vempalli BOQ;Providing impervious coat with C.M (1:3) 20 mm thick laid when the roof slab is green with water proof compound @ 1kg/bag of cement finished smooth with a floating coat of neat cement including cost & conveyance of all materials etc complete for finished item of work as directed by the Departmental Authorities.
56.75
-
24010
Vempalli BOQ;CONSTRUCTION OF COMPOUND WALL TO 2MLD STP
-
-
-
Vempalli BOQ;Earth work excavation and depositing on bank with an initial lead of 10 mts and lift of 2 mts for loamy, clayey soils like black cotton soils, all taxes, red earth, ordinary gravel, soils including cost and conveyance of all labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work for foundations of the building as directed by the Departmental Authorities.
175.14
-
19609
Vempalli BOQ;Plain cement concrete in (1:4:8) prop using 40 mm nominal size hard broken machine crushed granite metal as per SS including cost and conveyance of all materials, seignarage, sales tax and labour charges such as mixing concrete, laying, tamping, curing all operational, incidental charges etc., complete as per SS for finished item of work for building foundation concrete as directed by the Departmental Authorities.
19.55
-
73321
Vempalli BOQ;Construction of RR Masonry in C.M(1:6) pop in 2nd sort using granite stone including cost and conveyance of all materials to site labour charges including all lead and lift and all other incidental and operational charges etc complete as directed by the Departmental Authorities.
87.75
-
347383
Vempalli BOQ;RCC M- 20 design mix corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges including centering, shuttering, machine mixing, laying concrete, vibrating, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Departmental Authorities. Column footings
7.94
-
63323
Vempalli BOQ;RCC M- 20 design mix corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges including centering, shuttering, machine mixing, laying concrete, vibrating, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Departmental Authorities. Plinth beam
5.29
-
54810
Vempalli BOQ;RCC M- 20 design mix corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges including centering, shuttering, machine mixing, laying concrete, vibrating, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Departmental Authorities. Columns
3.78
-
39897
Vempalli BOQ;RCC M- 20 design mix corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges including centering, shuttering, machine mixing, laying concrete, vibrating, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Departmental Authorities. Beam over compound wall
5.29
-
53627
Vempalli BOQ;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars ( 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 sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126
1784
-
169623
Vempalli BOQ;Brick Masonry in CM (1:6) Proportion with PSC using traditional size 23 x 11 x 7 cms 2nd class Bricks including cost and conveyance of all materials, Mixing of cement mortor and laying of bricks and mortor to specified thickness , curing , all labour charges complete for finished item of work as directed by the Departmental Authorities.
36.72
-
207144
Vempalli BOQ;Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:3) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, seigniorage charges, all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls
400
-
155848
Vempalli BOQ;Painting walls with snow cem paint of good quality of approved colour over primary coat of cement primer including cost, and conveyance of all materials to site, taxes using brushes and including all required materials , watering charges all labour charges, scoffolding charges, lifting charges operational charges etc., complete for finished item of work and as directed by the departmental officer in charge of the work as directed by the Departmental Authorities.
400
-
80136
Vempalli BOQ;Provding suitable arnamental MS gates including cost of fixing and painting the gate with suitable paits over two coats of red oxide and all other materials required as per the approved drawing and as directed by the Departmental Authorities.
1000
-
90440
Vempalli BOQ;Operation and Maintanance of Sewer lines and Sewage pumping station for 2 years DLP.
-
-
-
Vempalli BOQ;Personal required for maintenance of sewer lines including all wages with including EPF and ESI
-
-
-
Vempalli BOQ;ITI qualified plumber -1st year (2 No's*12 months)
24
-
622392
Vempalli BOQ;ITI qualified plumber -2nd year(2 No's*12 months)
24
-
653520
Vempalli BOQ;Semi-skilled labourers -1st year(2 No's*12 months)
24
-
498864
Vempalli BOQ;Semi-skilled labourers -2nd year(2 No's*12 months)
24
-
523800
Vempalli BOQ;Unskilled Labour-1st year(4 No's*12 months)
48
-
931200
Vempalli BOQ;Unskilled Labour-2nd year(4 No's*12 months)
48
-
977760
Vempalli BOQ;office computer operator/ Assistant-1st year(1 No*12 months)
12
-
339708
Vempalli BOQ;office computer operator/ Assistant-2nd year(1 No*12 months)
12
-
356688
Vempalli BOQ;Watchman & security-1st year(2 No's*12 months)
24
-
465600
Vempalli BOQ;Watchman & security-2nd year(2 No's*12 months)
24
-
488880
Vempalli BOQ;Messenger-1st year(1 No*12 months)
12
-
306444
Vempalli BOQ;Messenger-2nd year(1 No*12 months)
12
-
321768
Vempalli BOQ;Operation and Maintanance of 5.00 MLD STP for 2 years DLP.
-
-
-
Vempalli BOQ;Personal required for maintenance of sewer lines including all wages with including EPF and ESI
-
-
-
Vempalli BOQ;Engineer/Plant Manager/SCADA Expert -1st year (1 No*12 months)
12
-
555876
Vempalli BOQ;Engineer/Plant Manager/SCADA Expert -2nd year (1 No*12 months)
12
-
583668
Vempalli BOQ;ITI qualified electrician-1st year(1 No*12 months)
12
-
311196
Vempalli BOQ;ITI qualified electrician-2nd year (1 No*12 months)
12
-
326760
Vempalli BOQ;ITI qualified plumber-1st year(1 No*12 months)
12
-
311196
Vempalli BOQ;ITI qualified plumber-2nd year(1 No*12 months)
12
-
326760
Vempalli BOQ;Semi-skilled labourers-1st year(1 No*12 months)
12
-
249432
Vempalli BOQ;Semi-skilled labourers-2nd year(1 No*12 months)
12
-
261900
Vempalli BOQ;Unskilled Labour-1st year(2 No's*12 months)
24
-
465600
Vempalli BOQ;Unskilled Labour-2nd year(2 No's*12 months)
24
-
488880
Vempalli BOQ;Watchman & security-1st year(2 No's*12 months)
24
-
465600
Vempalli BOQ;Watchman & security-2nd year(2 No's*12 months)
24
-
488880
Vempalli BOQ;office computer operator/ Assistant-1st year(1 No*12 months)
12
-
339708
Vempalli BOQ;office computer operator/ Assistant-2nd year(1 No*12 months)
12
-
356688
Vempalli BOQ;Laboratory Assistant/chemist-1st year(1 No*12 months)
12
-
318324
Vempalli BOQ;Laboratory Assistant/chemist-2nd year(1 No*12 months)
12
-
334236
Vempalli BOQ;Messenger-1st year(1 No*12 months)
12
-
306444
Vempalli BOQ;Messenger-2nd year(1 No*12 months)
12
-
321768
Vempalli BOQ;Chemical Cost
-
-
-
Vempalli BOQ;Supply and delivery as per IS standards Chlorine gas for disinfection as per CPHEEO manual for a period of 2 years excluding 3 months trial run period(3*365*5) -1st Year
5475
-
136875
Vempalli BOQ;Supply and delivery as per IS standards Chlorine gas for disinfection as per CPHEEO manual for a period of 2 years excluding 3 months trial run period(3*365*5) -2nd Year
5475
-
143719
Vempalli BOQ;Supply and delivery as per IS standards Poly electrolyte requirement as per CPHEEO manual a period of 2 years excluding 3 months trial run period lum (0.3*365*5)requirement at 15 mg/lit -1st Year
548
-
123300
Vempalli BOQ;Supply and delivery as per IS standards Poly electrolyte requirement as per CPHEEO manual a period of 2 years excluding 3 months trial run period lum (0.3*365*5)requirement at 15 mg/lit -2nd Year
548
-
129465
Vempalli BOQ;Operation & Maintenance of pumping stations for Two years
-
-
-
Vempalli BOQ;Operation and Maintanance of 2.00 MLD STP for 2 years DLP.
-
-
-
Vempalli BOQ;Personal required for maintenance of sewer lines including all wages with including EPF and ESI
-
-
-
Vempalli BOQ;ITI qualified electrician-1st year(1 No*12 months)
12
-
311196
Vempalli BOQ;ITI qualified electrician-2nd year(1 No*12 months)
12
-
326760
Vempalli BOQ;ITI qualified plumber-1st year(1 No*12 months)
12
-
311196
Vempalli BOQ;ITI qualified plumber-2nd year(1 No*12 months)
12
-
326760
Vempalli BOQ;Semi-skilled labourers-1st year(1 No*12 months)
12
-
249432
Vempalli BOQ;Semi-skilled labourers-2nd year(1 No*12 months)
12
-
261900
Vempalli BOQ;Unskilled Labour-1st year(1 No*12 months)
12
-
232800
Vempalli BOQ;Unskilled Labour-2nd year(1 No*12 months)
12
-
244440
Vempalli BOQ;Watchman & security-1st year(2 No's*12 months)
24
-
465600
Vempalli BOQ;Watchman & security-2nd year(2 No's*12 months)
24
-
488880
Vempalli BOQ;office computer operator/ Assistant-1st year(1 No*12 months)
12
-
339708
Vempalli BOQ;office computer operator/ Assistant-2nd year(1 No*12 months)
12
-
356688
Vempalli BOQ;Laboratory Assistant/chemist-1st year(1 No*12 months)
12
-
318324
Vempalli BOQ;Laboratory Assistant/chemist-2nd year(1 No*12 months)
12
-
334236
Vempalli BOQ;Messenger-1st year(1 No*12 months)
12
-
306444
Vempalli BOQ;Messenger-2nd year(1 No*12 months)
12
-
321768
Vempalli BOQ;Chemical Cost
-
-
-
Vempalli BOQ;Supply and delivery as per IS standards Chlorine gas for disinfection as per CPHEEO manual for a period of 2 years excluding 3 months trial run period(3*365*2) -1st Year
2190
-
54750
Vempalli BOQ;Supply and delivery as per IS standards Chlorine gas for disinfection as per CPHEEO manual for a period of 2 years excluding 3 months trial run period(3*365*2) -2nd Year
2190
-
57488
Vempalli BOQ;Supply and delivery as per IS standards Poly electrolyte requirement as per CPHEEO manual a period of 2 years excluding 3 months trial run period lum (0.3*365*2)requirement at 15 mg/lit -1st Year
219
-
49275
Vempalli BOQ;Supply and delivery as per IS standards Poly electrolyte requirement as per CPHEEO manual a period of 2 years excluding 3 months trial run period lum (0.3*365*2)requirement at 15 mg/lit -2nd Year
219
-
51739
Vempalli BOQ;Special purpose vehicle mounted combination 6000 ltr Suction cum jetting machine, mounted on 11 ton GVW chassis, as per technical specification.
-
-
-
Vempalli BOQ;Special purpose vehicle mounted combination 6000 ltr suction cum jetting machine, mounted on 11 ton GVW chassis, as per technical specification.
1
-
5826218
Vempalli BOQ;Special purpose Vehicle mounted combination 4000 ltr Suction cum jetting machine, mounted on 11 ton GVW chassis, as per technical specification.
-
-
-
Vempalli BOQ;Special purpose Vehicle mounted combination 4000 ltr suction cum jetting machine, mounted on 11 ton GVW chassis, as per technical specification.
1
-
5214560
Vempalli BOQ;Hiring of Vehicle for 24 Months during execution period including hire charges, diesel, Lubricants, driver chrges, Reparirs and all incidental charges.
24
-
840000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements