Tender For Recarpetting Of Pmb Bt Road Over Musi Bridge Near Ramalayam Temple Under Langer House-66, Cir-13, Kz, Ghmc (Only For Those Who Have Batch Mix Plants) (1St Recall), Hyderabad-Telangana
TDR : 25148712
Tender Notice
BOQ
Expired
Hyderabad
Telangana
Tender For Recarpetting Of Pmb Bt Road Over Musi Bridge Near Ramalayam Temple Under Langer House-66, Cir-13, Kz, Ghmc (Only For Those Who Have Batch Mix Plants) (1St Recall)
Milling the road surface in bituminous pavement surface upto a depth of 55 mm using milling machine to make a uniform surface without disturbing the base cleaning the milled surface including diversion of traffic removing the material excluding transportation charges of material obtained from milling site depositing the material to approved site of dumping loading, unloading complete as per specification.
2
Recarpetting of PMB BT road
NA
90.70
1 Cum
174.27
15806.00
Carting the excavated earth to a lead of 10 KMS including Labour chargess for loading and unlosding, transportation etc. complete as per specification
3
Recarpetting of PMB BT road
NA
2267.50
1 Sqm
13.20
29931.00
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg (i.e. 0.325 kgs per sqm ) per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Speciation 503 MORD.
4
Recarpetting of PMB BT road
NA
72.75
1 Cum
10550.45
767545.00
Providing and laying bituminous concrete with 100-120 TPH hot mix plant using crushed aggregates of specified grading-II as per Table 500-18 of MORTH, premixed with bituminous binder PMB 70 bulk and properties confirming to IS:73 @ 5.4 per cent by weight of total mix and filler i.e. Cement @ 2% by weight of aggregate including mixing in drum type hot mix loading of aggregate by FE loader and hot mixing of bitumen, filler with aggregate in drum / batch type HMP plant and transporting the hot mix to work site by tippers, laying with paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller and vibratory rollers to achieve the desired compaction and density including all hire and operational charges of all T&P etc. complete as per MORTH specification clause No. 509 complete in all respects for finished item of work but excluding Tack Coat. including Wet bond-s\" Nano-technology silicon based liquid Anti-stripping Additive (0.2 to 0.6Kg/MT of Bitumen)
5
Recarpetting of PMB BT road
NA
199.50
1 Sqm
702.00
140049.00
Supplying of hot applied thermoplastic road marking compound,2.5 mm thick including reflectorising glass beads @250 gms with reflectorising glass beads on Bituminopus surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per MORTH Specifications 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 inthe range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index inthe 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 willcompell 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 the at the 45 degree centigrade as per AASTHOM249 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) A dhesion :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 (1 st revision reaffirmed in 1986) and clause confirming to IRC 35-2015 and MORTH section 803.4
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