Municipality Tender
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Municipality Tender
Civil And Construction
Opening Date24 Dec 2024
Closing Date16 Jan 2025
Tender Amount₹ 16,44,710
Costs
EMD
₹ 16,447Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
564469Tender No
E1/34/08/2024-25Tender Authority
Municipality ViewPurchaser Address
-Website
http://tender.telangana.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
28.8
2317
66737
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)
57.6
76
4424
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;For extra depth of each 0.10 Mts
15
1871
28078
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 225 x 10 x 6 cms having minimum Crushing strength 75 Kgs Per Sqm as per IS:12894-1990 - CLASS - 7.5 using Sulphete resisting cement in CM (1:3) prop; including CC (1:4:8) bed for foundation and of M15 (1:2.5:5) prop. using 20mm HG metal for benching and channels, inside plastering with 20mm thick using Sulphete resisting cement in CM (1:3) prop; and outside plastering with 20mm thick using OPC in 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 excavating pits upto required depth in all types of soils and supply and fixing of 560mm dia manhole frame and cover (HD-20) and PVC encapsulated steps including cost & conveyance of all material, labour and all other incidental and operational charges etc., complete 1.20 X 1.65 Mts
9
27357
246221
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;For extra depth of each 0.10 Mts
24
1052
25268
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 225 x 10 x 6 cms having minimum Crushing strength 75 Kgs Per Sqm as per IS:12894-1990 - CLASS - 7.5 using Sulphete resisting cement in CM (1:3) prop; including CC (1:4:8) bed for foundation and of M15 (1:2.5:5) prop. using 20mm HG metal for benching and channels, inside plastering with 20mm thick using Sulphete resisting cement in CM (1:3) prop; and outside plastering with 20mm thick using OPC in 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 excavating pits upto required depth in all types of soils and supply and fixing of 560mm dia manhole frame and cover (HD-20) and PVC encapsulated steps including cost & conveyance of all material, labour and all other incidental and operational charges etc., complete. 0.90 Dia x 0.90 Mts
6
13618
81714
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;PHE-LRCS-6: Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985
160
486
77882
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;MANUFACTURE, SUPPLY AND DELIVERY OF 600 mm DIA R.C.C. SOCKET AND SPIGOT NP-3 PIPES CONFORMING TO B.I.S. 458/2003 EX-FACTORY (RATE PER METER OF EFFECTIVE LENGTH) INCLUDING TRANSPORTATION,TAXES & DUTIES.( NON PRESSURE)
160
3712
593958
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;BLD-CSTN-2-7 - (15) ; Earth work excavation in Hard rock (blasting prohibited)-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308).
57.6
2340
134830
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;RBR-FNDN-1-(I-A): Earthwork excavation in all kinds of soil for Pipeline trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/ water lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth up to a lead of 50m, including all incidental and operational charges etc., complete for Pipe lines by Manual Means.
230.4
493
113689
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Laying of UGD From Suja Elysan Apartment to Madhura Nagar Phase III;Cutting openCC 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.
38.4
2345
90048
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