Road And Building Department-RBD has published Periodical Renewal From Km 0/000 To 1/600 And Km 36/400 To 38/000 Of Kodad-Khammam- Kuravi Section Of Nh 365A In The State Of Telangana(2Nd Call). Submission Date for this Tender is 16-04-2020. Road Work Tenders in KHAMMAM Telangana. Bidders can get complete Tender details and download the document.
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification No .202 | 292.00 | cum | 375.00 | 109500.00 |
| Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately(km 0.780 to km 1.300) excluding GST | ||||||
| 2 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification .No 202 | 189.00 | cum | 375.00 | 70875.00 |
| Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately(km 37.800 to km 38.000.) | ||||||
| 3 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 406 ( 5th Rev) | 910.00 | cum | 2226.00 | 2025660.00 |
| Providing, laying, spreading and compacting graded stone 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 (km 0.780 to km 1.300) excluding GST and including seigniorage charges. | ||||||
| 4 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 406 ( 5th Rev) | 590.00 | cum | 1890.00 | 1115100.00 |
| Providing, laying, spreading and compacting graded stone 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.(km 37.800 to km 38.000.) excluding GST and including seigniorage charges. | ||||||
| 5 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 502(5th Rev) | 3640.00 | sqm | 26.00 | 94640.00 |
| Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per MoRTH specification clause No. 502 complete in all respects.(km 0.780 to km 1.300)excluding GST. | ||||||
| 6 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 502(5th Rev) | 2358.00 | sqm | 26.30 | 62015.00 |
| Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per MoRTH specification clause No. 502 complete in all respects.(km 37.800 to km 38.000.) excluding GST. | ||||||
| 7 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 503 (5th Rev) | 13300.00 | sqm | 8.70 | 115710.00 |
| Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 complete in all respects.for DBM (km 0.00 to km 1.300) (km 1.300 to km 1.600) excluding GST. | ||||||
| 8 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 503 (5th Rev) | 22394.00 | sqm | 8.70 | 194828.00 |
| Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 complete in all respects.for DBM (km 36.400 to km 37.800) (km 37.800 to km 38.000 junction at km 37/8 ) excluding GST. | ||||||
| 9 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 503 (5th Rev) | 13300.00 | sqm | 8.70 | 115710.00 |
| Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 complete in all respects. For BC (km 0.00 to km 1.300) (km 1.300 to km 1.600) excluding GST | ||||||
| 10 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 503 (5th Rev) | 21828.00 | sqm | 8.70 | 189904.00 |
| Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 complete in all respects.For BC (km 36.400 to km 37.800) (km 37.800 to km 38.000 junction at km 37/8 )excluding GST | ||||||
| 11 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 505 | 693.00 | cum | 7790.00 | 5398470.00 |
| Providing and laying 50mm thick dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed HBG aggregates of grading II, premixed with bituminous binder, VG 40 grade, @ 4.50% by weight of total mix 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. 505 complete in all respects. (km 0.00 to km 1.000) and (km 1.000 to km 1.300)and (km 1.300 to km 1.600) excluding GST and including seigniorage charges. | ||||||
| 12 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 505. | 1098.00 | cum | 7421.00 | 8148258.00 |
| Providing and laying 50mm thick dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed HBG aggregates of grading II, premixed with bituminous binder, VG 40 grade, @ 4.50% by weight of total mix 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. 505 complete in all respects.(km 36.400 to km 37.800) (km 37.800 to km 38.000 junction at km 37/8 ) excluding GST and including seigniorage charges. | ||||||
| 13 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 507 | 532.00 | cum | 8766.00 | 4663512.00 |
| Providing and laying 40mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed HBG aggregates of grading 2, premixed with bituminous binder, VG 40 grade, @ 5.4 to 5.6 % 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 (km 0.000 to km 1.300)and (km 1.300 to km 1.600) excluding GST and including seigniorage charges. | ||||||
| 14 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 507 | 928.00 | cum | 8393.00 | 7788704.00 |
| Providing and laying 40mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed HBG aggregates of grading 2, premixed with bituminous binder, VG 40 grade, @ 5.4 to 5.6 % 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 .(km 36.400 to km 37.800) (km 37.800 to km 38.000 junction at km 37/8 ) excluding GST and including seigniorage charges. | ||||||
| 15 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 305 | 870.00 | cum | 410.00 | 356700.00 |
| Construction of earthen shoulders with approved material obtained from borrow pits (10km lead) with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) (km 0.000 to km 0.780) (km 0.780 to km 1.300) (km 1.300 to km 1.600) excluding GST and including seigniorage charges. | ||||||
| 16 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 305 | 630.00 | cum | 410.00 | 258300.00 |
| Construction of earthen shoulders with approved material obtained from borrow pits (10km lead) with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) .(km 36.400 to km 37.800) (km 37.800 to km 38.000 ) excluding GST and including seigniorage charges. | ||||||
| 17 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 803 & as per E-in-C(R&B) SR & CRN Circular memo No RSI/DCE(R)/EE(RS)/DEE | 1067.00 | sqm | 663.00 | 707421.00 |
| 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 Excluding GST | ||||||
| 18 | Periodical Renewal from km 0/000 to 1/600 and km 36/400 to 38/000 | As Per MoRT&H Specification 804 & as per E-in-C(R&B) SR & CRN Circular memo No RSI/DCE(R)/EE(RS)/DEE | 620.00 | Each | 361.00 | 223820.00 |
| Providing and fixing Reflective pavement markers(Road studs) made of plastic body moulded from HIPS(Hi-impact polystyrene) or ABS or ASA (Acrylic Strene Acrylonitite) and reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal recflection of the light entering the lens face and conforming the ASTM, BS and complying to guidelines issued by MOST circular no RW/NH-33023/10/97-DO III dt:11-6-1997. The height, width shall not exceed 20mm, 130mm and the area of each retro reflective surface shall not be less than 13Sq.cm and the slope of retro reflective surface shall preferably be 35+/-5 degree to base. Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives and the procedure recommended by the manufacturer and as per para 6.2 of the MOST circular incuding cost and conveyance of all materials, equipement, machinery and labour with all leads and lifts, loading , unloading charges , site clearance etc., ad complete necessary for successful completion of the work as directed by the Engineer-in-Charge.Excluding GST |
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