Urgent repairs to approach road from main road to Government Cocoon Market, Palamaner in Palamaner Town in Chittoor District.(2nd call)

Forming shoulders with borrowed useful seclected earth having MDD of not less than 1.75 gms/cc from outside road boundary by mechanical 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)

Construction of Granular sub-base by providing HBG 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.

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG 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

Vibrated cement concrete M 35 grade using 20mm & 10mm HBG 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.

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 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.

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

Treating the pavement by the method of dewatering of surplus water from the concrete immediately after surplus water from the concrete immediately after placing and vibrating to reduce the water cement ratio of an optimum level by means of suitable equipment such as vaccum pump, surface vibrator, suction mat, filter pads, skin floater etc., to achieve high strength of concrete with side forms as Ms channel etc., complete as directed during execution

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.

Providing 25.4 mm thick Mastic pads for Expansion joints etc., complete for finished item of work.