Greater Hyderabad Municipal Corporation-GHMC has published Providing Crash Barrier With Ss Railing For Footpath In Up And Down Ramps For Connecting Cable Stayed Bridge Across Durgam Cheruvu To Road No. 45 And Construction Of Protection Wall For Ghmc Park.. Submission Date for this Tender is 26-11-2019. Traffic Barrier Tenders in HYDERABAD Telangana. Bidders can get complete Tender details and download the document.
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | SS Railing | MORD / MORTH | 108.16 | Cum | 4496.69 | 486362.00 |
| Supply and placing of Plain Cement Concrete (PCC) M10 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and with minimum cement content (Cement Content is taken as 220 Kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate confirming to IS 383-1970 (as per mix design approved by the Engineer-in-charge from the Dept., from standard suppliers) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Note: 1) The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 275Kg/Cum. As per mix design, if the cement content is found to be less than 275kgs per cum of concrete, the difference in cost shall be deducted. 3) Manufactured sand (Rock Sand) not more than 50% of total sand content can be used. | ||||||
| 2 | SS Railing | MORD / MORTH | 22.50 | Cum | 5428.89 | 122150.00 |
| Supply and placing of Reinforced Cement Concrete (RCC) M25 grade by Ready Mix (RMC) Standard Mix Concrete garde as per IS 4926-2003 with minimum cement content (Cement content is taken as 380kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate of Zone-II (100% sand) (as per the Mix Design approved by the Department from standard suppliers) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing, including dewatering & desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges. Footing of Retaining Wall. Note: 1) The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 380Kg/Cum. As per mix design, if the cement content is found to be less than 380kgs per cum of concrete, the difference in cost shall be deducted. 3) Manufactured sand (Rock Sand) not more than 50% of total sand content can be used. | ||||||
| 3 | SS Railing | MORD / MORTH | 507.33 | Cum | 5755.93 | 2920156.00 |
| Supply and placing of Reinforced Cement Concrete (RCC) M25 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 with minimum cement content (Cement content is taken as 380 Kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate of Zone-II (100% sand) (as per the Mix Design approved by the Department from standard suppliers) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing etc.,complete for finished item of work, cost of steel and its fabrication charges and seigniorage charges. - Friction slab & stem of Retaining wall Note: 1) The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 380Kg/Cum. As per mix design, if the cement content is found to be less than 380kgs per cum of concrete, the difference in cost shall be deducted. 3) Manufactured sand (Rock Sand) not more than 50% of total sand content can be used. | ||||||
| 4 | SS Railing | MORD / MORTH | 0.67 | MT | 50921.33 | 34117.00 |
| Supplying, fitting and placing HYSD bar reinforcement Fe-500/500D/550D from primary producers like TATA,SAIL,VSP, JSW & Shyam Steel, etc., in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded. | ||||||
| 5 | SS Railing | MORD / MORTH | 37.76 | MT | 51232.78 | 1934447.00 |
| Supplying, fitting and placing HYSD bar reinforcement Fe-500/500D/550D from primary producers like TATA,SAIL,VSP, JSW & Shyam Steel, etc., in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded. | ||||||
| 6 | SS Railing | MORD / MORTH | 114.00 | Cum | 11299.57 | 1288151.00 |
| Providing and constructing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete (Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and with minimum cement content (cement content is taken as 430kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with Ordinary Portland Cement 43/53 grade and with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate conforming IS:383-1970 (as per the Mix Design approved by the Engineer - in - Charge of the Department from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days), including HYSD reinforcement including fabrications cost conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified 809 MORTH. Note: 1) The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 430Kg/Cum. As per mix design, if the cement content is found to be less than 430kgs per cum of concrete, the difference in cost shall be deducted. 3) Manufactured sand (Rock Sand) not more than 50% of total sand content can be used. | ||||||
| 7 | SS Railing | MORD / MORTH | 10.64 | MT | 0 | 0 |
| HYSD reinforcement - for crash barrier | ||||||
| 8 | SS Railing | MORD / MORTH | 714.40 | Sqm | 449.22 | 320923.00 |
| Providing and Laying of Interlocking Concrete Block Pavements using CC M30 having thickness 50 mm as per drawing and Technical Specification Clause 1504 MORD including cost and conveyance of all materials, labour charges etc., complete for finished item of work | ||||||
| 9 | SS Railing | MORD / MORTH | 342.00 | Sqm | 165.98 | 56765.00 |
| Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. | ||||||
| 10 | SS Railing | MORD / MORTH | 129.20 | Sqm | 702.00 | 90698.00 |
| 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 | ||||||
| 11 | SS Railing | MORD / MORTH | 2994.40 | kg | 75.67 | 226586.00 |
| Providing fitting and fixing mild steel railing 50mm dia nominal bore medium class thickness 4mm @ 6.78kg/m as per IS 1161:1998 complete as per drawing and techanical specifications clause 1208.2 MORD/1900 & 2703 MORTH. On Crash Barrier | ||||||
| 12 | SS Railing | MORD / MORTH | 11890.00 | kg | 705.04 | 8382926.00 |
| Supply, fabrication & erection of Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters with - 304 Grade including Labour charges for fabrication, erecting and fixing of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish as per the design and drawings provided technical specifications etc., complete for finished item of the work as directed by the Engineer-in-Charge. | ||||||
| 13 | SS Railing | MORD / MORTH | 600.00 | Rmt | 1062.34 | 637404.00 |
| Providing and fixing 25 mm diameter steel rock bolts with resin bond cement capsule anchorage including drilling 35 mm dia holes, inserting grout capsule, driving bolt, fixing 10 mm thick plate washers and nuts and tightening the same by torque wrench after hardening of cement grout, cost of all materials, machinery, labour, ventilation, lighting, drainage and other ancillary operations etc., complete with lead upto 1 km and all lifts. | ||||||
| 14 | SS Railing | MORD / MORTH | 31.85 | Cum | 8160.09 | 259899.00 |
| Reinforced Cement Concrete (RCC) M30 by Ready Mix (RMC) Standard Mix Concrete garde as per IS 4926-2003 with minimum cement content (Cement content is taken as 407kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate of Zone-II (50% sand) &Manufactured Sand/Crushed stone sand/Rock sand 4.75mm to 2.36 mm (50%) as per IS 383 1970 (excluding Seigniorage charges) (as per the Mix Design approved by the Department from standard suppliers) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing for approach slab including HYSD bar reinforcement Fe-500/500D/ 550D procured from primary producers from TATA, SAIL, VSP, JSW & Shyam Steel etc., and formwork complete as per drawing and Technical specification 1500, 1600, 1700 & 2704 MORTH. 1) The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted. 3) Manufactured sand (Rock Sand) not more than 50% of total sand content can be used. | ||||||
| 15 | SS Railing | MORD / MORTH | 1.59 | MT | 0 | 0 |
| HYSD bar reinforcement for for approach slab | ||||||
| 16 | SS Railing | MORD / MORTH | 190.00 | Rmt | 181.78 | 34538.00 |
| Supply and placing of PVC pipe 100mm dia complete for finished item of work - For weep hole in crash barrier | ||||||
| 17 | SS Railing | APSS | 380.00 | Rmt | 251.09 | 95414.00 |
| Manufacture, Supply, & Delivery of unplasticized Nonpressure polyvinyl chloride(PVC-U) pipes of dark (any shade of brown) conforming to IS 15328/2003) with solvent cement jointing as per specification inclusive of transportation to the subdivisional stores anywhere in T.G, excluding Taxes. OD 125 mm - For Utility duct of crash barrier |
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