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Periodical Repair From Km 81/900 To 89/750 (Janagaon Town Limits By-Passed Stretch ) Of Hyderabad To Bhupalapatnam Road Of Nh -163 Under Control Of Nhai In The State Of Telangana, JANGOAN-Telangana

Road And Building Department-RBD has published Periodical Repair From Km 81/900 To 89/750 (Janagaon Town Limits By-Passed Stretch ) Of Hyderabad To Bhupalapatnam Road Of Nh -163 Under Control Of Nhai In The State Of Telangana. Submission Date for this Tender is 12-10-2020. Road Work Tenders in JANGOAN Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

25632108
Periodical Repair From Km 81/900 To 89/750 (Janagaon Town Limits By-Passed Stretch ) Of Hyderabad To Bhupalapatnam Road Of Nh -163 Under Control Of Nhai In The State Of Telangana
Open Tender
Indian
Telangana
JANGOAN
12-10-2020

Tender Details

periodical repair From Km 81/900 To 89/750 (Janagaon Town Limits By-Passed Stretch ) Of Hyderabad To Bhupalapatnam Road Of Nh -163 Under Control Of Nhai In The State Of Telangana

Key Value

Document Fees
Refer document
EMD
INR 324000.0 /-
Tender Value
INR 3.23 Crore /-

BOQ Items

S.No Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)
1 Road Work As per Circular RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 of Engineer in chief (R&B) St 3133.40 sqm 663.00 2077444.00
Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORTH Section 803.4 and IRC: 35-2015, the material should satisfy the requirements as per MORTH specifications 803.4 and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of \0\ degree centigrade to \-10\ degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015 and MORTH Section 803.4 (Excluding GST)
2 Road Work as per MORTH specification clause No. 507(5th revision) 1583.00 cum 7367.00 11661961.00
Providing and laying 30mm thick bituminous concrete Grade-II with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using HBG MC crushed aggregates of specified grading, premixed with VG-40 @ 5.4 to 5.6 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. 507 complete in all respects (Including Seigniorage charges and excluding GST)
3 Road Work as per MoRTH specification clause No. 505 (5th revision) 2638.00 cum 6583.00 17365954.00
Providing and laying 50mm thick dense graded bituminous macadam Grade-II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using HBG MC crushed aggregates of specified grading, premixed with VG-40 @ 4.5 per cent by weight of total 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. 505 complete in all respects. (Including Seigniorage charges and excluding GST)
4 Road Work as per MoRT&H Specification 503 (5th revision) 105520.00 Sqm 7.60 801952.00
Providing and applying tack coat with RS1 Emulsion (Bulk) using emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.(Excluding GST)
5 Road Work as per MoRT&H Specification 502 (5th revision) 526.25 Sqm 22.10 11630.00
Providing and aplying Prime coat with bitumen emulsion (RS-1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge.(Excluding GST)
6 Road Work as per MoRT&H Specification 406 (5th revision) 81.53 cum 1890.00 154092.00
Providing, laying, spreading and compacting graded stone HBG MC aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Including Seigniorage charges and excluding GST)
7 Road Work as per MoRT&H specification 305 & 408 (5th Revision) 940.00 cum 332.00 312080.00
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. (Including Seigniorage charges and excluding GST)
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