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Laying Of Bt Road From Hanuman Temple To Vasanth Nagar Chowrasta, Chandrashekhar Colony Zone Iv In Nizamabad Municipal Corporation, NIZAMABAD-Telangana

Municipal Corporation-MC has published Laying Of Bt Road From Hanuman Temple To Vasanth Nagar Chowrasta, Chandrashekhar Colony Zone Iv In Nizamabad Municipal Corporation. Submission Date for this Tender is 05-12-2020. Road Work Tenders in NIZAMABAD Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

26119941
Laying Of Bt Road From Hanuman Temple To Vasanth Nagar Chowrasta, Chandrashekhar Colony Zone Iv In Nizamabad Municipal Corporation
Open Tender
Indian
Telangana
NIZAMABAD
05-12-2020

Tender Details

Laying Of Bt Road From Hanuman Temple To Vasanth Nagar Chowrasta, Chandrashekhar Colony Zone Iv In Nizamabad Municipal Corporation

Key Value

Document Fees
Refer document
EMD
INR 42025.0 /-
Tender Value
INR 42.02 Lakhs /-

BOQ Items

S.No Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)
1 Laying of BT Road in Zone IV As directed by the department 623.25 1 Cum 106.83 66581.80
Earthwork in excavation for road works/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-RBR-FNDN-1
2 Laying of BT Road in Zone IV As directed by the department 415.50 1 Cum 1162.08 482844.24
Construction of Granular Sub-Base by Providing well graded material/ Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and cpmpacting with smooth wheel roller 80-100Kn/Vibratory Roller to achive the Desired Density, complete as per Techinical Specification Clause 401 MORD/ morth (GSB)
3 Laying of BT Road in Zone IV As directed by the department 207.75 1 Cum 1791.56 372196.59
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.
4 Laying of BT Road in Zone IV As directed by the department 5885.00 1 Sqm 22.74 133824.90
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MOR
5 Laying of BT Road in Zone IV As directed by the department 294.25 1 Cum 6842.12 2013293.81
Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling).
6 Laying of BT Road in Zone IV As directed by the department 5885.00 1 Sqm 9.17 53965.45
Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.
7 Laying of BT Road in Zone IV As directed by the department 147.12 1 Cum 7339.58 1079799.01
Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects
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