Road And Building Department-RBD has published Periodical Repair From Km 22/8 To 55/00 ( In Appropirate Reaches ) Of Hyderabad Manneguda Section Of Nh -163 For The Year 2020-21. Submission Date for this Tender is 11-12-2020. Road Work Tenders in RANGAREDDY Telangana. Bidders can get complete Tender details and download the document.
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | PR from Km 22.8 to 55.00 of Hyderabad Manneguda Section of NH 163 | As per Circular RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 of Engineer in chief (R&B) | 835.20 | sqm | 754.00 | 629740.80 |
| Providing and laying of f hot applied thermoplastic road marking compound, 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 and IRC: 35, The finished surface to be level uniform complete (Excluding GST) as per MoRT&H Specification (5th Revision) No.. 803. | ||||||
| 2 | PR from Km 22.8 to 55.00 of Hyderabad Manneguda Section of NH 163 | As per Circular Memo.No.RSI/DCE(R)/EE(RS)/DEE(RS)/AEE(RS)/2019 Dt: 31.10.2019 of Engineer in chief ( | 1745.00 | Each | 361.00 | 629945.00 |
| Supplying & Fixing of Molded Shanks Raised Pavement Markers made of poly carbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 ? DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer and as per MoRT&H Specification (5th Revision) Cl.No. 800.( Excluding GST) | ||||||
| 3 | PR from Km 22.8 to 55.00 of Hyderabad Manneguda Section of NH 163 | As per Circular RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 of Engineer in chief (R&B) St | 2823.00 | sqm | 663.00 | 1871649.00 |
| 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) | ||||||
| 4 | PR from Km 22.8 to 55.00 of Hyderabad Manneguda Section of NH 163 | as per MoRT&H specification 305& 408 (5th Revision) | 1079.00 | cum | 332.00 | 358228.00 |
| Construction of Earthen shoulders with selective soils obtained from borrowed earth with an extra lead of 5km (CBR>10%) , PI<12% with MDD of 17.5kN.Cum from approved sources, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (Excluding GST& Seginorage Charges) | ||||||
| 5 | PR from Km 22.8 to 55.00 of Hyderabad Manneguda Section of NH 163 | as per MORTH specification clause No. 507(5th revision) | 2513.06 | cum | 7991.00 | 20081862.46 |
| Providing and laying 40mm 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 (Grading -II), premixed with VG-40 @ 5.4 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) | ||||||
| 6 | PR from Km 22.8 to 55.00 of Hyderabad Manneguda Section of NH 163 | as per MoRTH specification clause No. 505 (5th revision) | 460.00 | cum | 7203.00 | 3313380.00 |
| Providing and laying 50mm thick dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using HBG MC crushed aggregates of specified grading (Grading -II), 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) | ||||||
| 7 | PR from Km 22.8 to 55.00 of Hyderabad Manneguda Section of NH 163 | as per MoRT&H Specification 503 (5th revision) | 71905.00 | Sqm | 7.60 | 546478.00 |
| 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) | ||||||
| 8 | PR from Km 22.8 to 55.00 of Hyderabad Manneguda Section of NH 163 | as per MoRT&H specification 502 (5th Revision) | 80.00 | sqm | 22.10 | 1768.00 |
| Providing and aplying Prime coat with bitumen emulsion 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) | ||||||
| 9 | PR from Km 22.8 to 55.00 of Hyderabad Manneguda Section of NH 163 | as per MoRT&H specification 406 (5th revision) | 20.00 | cum | 2472.00 | 49440.00 |
| Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and 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 Mechanical paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work (Excluding GST& Seginorage Charges) |
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