Roads And Buildings Department Tender

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared Granular surface treated with primer 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

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 20 mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2 mm to 0.09 mm (Type 'B') as per table 500-19 of specification 508 of MoRT&H (5th Revision), premixed with bituminous binder VG-30 (60/70) grade @ 19.00 Kg per 10 Sqm area, including cost of all materials and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRT&H (5th Revision) Specification No. 508 complete for finished item of work in all respects as directed by Engineer-in-charge.

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete for finished item of work as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Construction of Granular sub-base by providing HBT material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBT crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Vibrated cement concrete M 35 grade using 20mm & 10mm HBT crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Providing Uncoated Mild Steel bars ( Fe-250 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for CC Pavement

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S.1786 of 1985 for CC Pavement

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Contraction sawn joint groove (using diamond studded blades) 3 to 5 mm wide and 1/4 to 1/3 depth of the slab + or -5 mm or as stipulated in the drawing and dowel bars complying with clause 602.6.5 of specifications for road bridge works ( third revision) published at new Delhi in 1955 by IRC on behalf of Government of India, Ministry of surface transport and as directed in the drawings. The contraction joint shall be cut as soon as the contract as undergone initial hardening and as hard enough to take the load of joint sawing machine without causing damage to the slab. The joint ceiling compound shall be hot poured bitumen type having flexibility, resistance to sage hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all lead & lift including cost and conveyance of all materials etc., complete for 50mm depth

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Providing 25.4 mm thick Mastic pads for Expansion joints etc., complete for finished item of work

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Supplying and laying of seperation membrane 125 micron and as per ISI standard specification duly fixing over DLCC including cost, conveyance of all materials etc., complete and as directed by the Engineer-in-Charge during execution of work

Urgent Repairs to road from Km 33/0 .6 and 43/8 to 44/0 of Koilakuntla to Jammalamadugu road SH 402;Forming shoulders with borrowed useful seclected earth having MDD of not less than 1.75 gms/cc from outside road boundary by mechnical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with 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) (Payment will be made based on levels for finished item of work)