Road And Building Department-RBD has published Pr From Km 66/500 To 73/300 ( Aleru By-Passed Stretch ) Of Hyderabad To Bhoopalapatnam Road Of Nh -163 Under Control Of Nhai In The State Of Telangana. Submission Date for this Tender is 27-11-2020. Road Work Tenders in YADADRI BHUVANAGIRI 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 ALREU BYPASS 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 ( | 10.00 | Each | 7174.00 | 71740.00 |
| Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by the Engineer in Charge. | ||||||
| 2 | PR ALREU BYPASS 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 ( | 50.00 | RM | 2857.00 | 142850.00 |
| Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre, 1.80m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to IS 1367 and IS 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x75mm, 330mm long complete as per clause 810. | ||||||
| 3 | PR ALREU BYPASS 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 ( | 2379.00 | Each | 361.00 | 858819.00 |
| Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HI-impact polysterene) or ABS or ASA(Acrylic strene Acrylonitrite) 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 13635 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 shall not exceed 20 mm and 130 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 in charge (Twin moulded shanks) | ||||||
| 4 | PR ALREU BYPASS 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 | 2344.00 | sqm | 663.00 | 1554072.00 |
| 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) | ||||||
| 5 | PR ALREU BYPASS NH 163 | as per MORTH specification clause No. 803 (5th revision) | 1479.00 | Sqm | 86.00 | 127194.00 |
| Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ( for median blocks)(Including Seigniorage charges and excluding GST) | ||||||
| 6 | PR ALREU BYPASS NH 163 | as per MORTH specification clause No. 507(5th revision) | 2964.00 | cum | 7447.00 | 22072908.00 |
| 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 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) | ||||||
| 7 | PR ALREU BYPASS NH 163 | as per MoRTH specification clause No. 505 (5th revision) | 683.00 | cum | 6664.00 | 4551512.00 |
| 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) | ||||||
| 8 | PR ALREU BYPASS NH 163 | as per MoRT&H Specification 503 (5th revision) | 87736.00 | Sqm | 7.60 | 666793.60 |
| 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) |
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