81317/E8 SPECIAL REPAIR TO ROAD FROM STAFF HOUSE JUNCTION TO BLDG No T-66 AND FROM BLDG No T-74 TO T-76 UNDER GE HADDO, SRI VIJAYA PURAM.

M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm and depth exceeding 50mm and not exceeding 100mm and removing materials and stacking complete all as specified and directed.

M&L for preparing WBM surface by brushing with brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc, and applying evenly priming tack coat with paving Bitumen VG-10 grade over the prepared surface by mechanical sprayer @ 10 kgs/10 Sqm of surface area complete all as specified and directed.

M&L premix bituminous macadem laid, rolled and compacted to required gradient and camber consolidated thickness not exceeding 75 mm with 4% binder of paving Bitumen VG-30 grade, content by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher complete all as specified and directed.

M&L preparing black top surface by brushing with brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc on black top/ surfaces then applying evenly a tack coat of Bitumen VG-10 grade conforming to IS: 73 @ 0.3-0.4 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed.

M&L for applying bituminous premixed semi dense asphaltic concrete (SDAC) 40 mm thick (consolidated thickness) with 5.50% binder of paving Bitumen VG-30 grade, content by weight of total mix including cement filler, on surfaces, rolled compacted with using 8 to 10 tonne capacity power roller to achieve the required compactness, camber and gradient mixed in hot mix plant using design mix and laid by mechnaical paver finisher complete all as specified and directed. NOTE:-(i) The actual binder content used shall be as per optimised content based on approved job mix formula irrespective of what ever indicated in Sch 'A'. (ii) Price adjustment shall be done on MINUS side only @ Rs. 72,000/- per MT (without considering the permissible tolerance on minus side) with reference to binder content indicated in Sch 'A'. (iii) No Price adjustment for Bitumen shall be done for variation on plus side. (iv) Please note that SDAC to be laid immediately after laying of BM. In case the SDAC could not be laid within 48 hours of laying of BM, primer coat @ 3Kg / 10Sqm to applied over freshly prepared bituminous surface and nothing extra shall be paid by the Govt. on this account. No claim what so ever shall be entertained by Govt on this account.

M&L for repair to pot holes any depth not exceedng 1 sqm each including sweeping free from dust and mud or water scouring sunken surface in roads, path etc cutting around edges to at least 30mm in depth and making good by applying tack coat @ 5 kgs/ 10 Sqm with Paving Bitumen VG-10 grade and including laying premixed bituminious macadam with Paving Bitumen VG-30 grade @ 4% by weight of total mix, well rammed and sealed with paving Bitumen VG-30 grade @ 9.8 kgs/ 10 Sqm blinded with 0.09 Cum of stone chipping of size 6.3mm and again well rammed and rolled using 8 to 12 tonne capacity power roller (including supply of pre-mixed macadam, binder and chipping), depth of pot holes exceeding 30 mm complete all as specified and directed.

M&L for preparation of existing bituminous surfaces, removing, dust, dirt grease and other foregion matters etc to receive the marking and M&L for thermo plastic (Reflective) line, dashes, arrows, letters etc of width n'exc 10cm wide marking, having 2.5 mm thickness (average) of uniform surface finish conforming to BS 3262 (Part 1) 1989 read in conjunction with the MOST specification 803 clause 4.2.2 on bituminous surfaces in white/yelow clour and super imposed with glass beads confirming to BS 6088 read in conjuction with and MOST specification 803 clause 4.3.3 complete all as specified and directed. Note: - MOST specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by the GE. Shape & size/ patterns of marking shall be as approved by the GE.

S&F in repair solar cat eye (studs) of size 125mm x 125mm x 25mm (shank 65mm) of aluminium alloy have high efficiency mono-Crystalline solar panel 24.V/0.30 watt having one Ni-Mh or Ni-Cd rechargeable battery (1.2v/1600MA). Six super bright LEDs with 10,000 to 18,000 mcd (Mil Candela) having flash rate 2 Hz and bearable weight 10 tons approx with view distance upto 1,000 meters of any colour i.e yellow, red, blue, green or white as required at site working temp 10-50 degree celcius, working time 3 to 4 days after fullly charged battery, charging time 5 to 6 hrs from direct sun light maintenance free, unbreakable, poly carbonate clear facing, automatically turn on at night and tum off at day incluinding all fixing arrangements as per manufacturer's instuctions comple all as specified and as directd.

Demolition of PCC in ground floor and pavings not exc 15 cm thickness below or above ground level including removal of rubbish out side MOD land complete all as specified and directed.

M&L for hard core of broken boulders/stone of gauge n exc. 63 mm, deposited, spreading, leveling watering and well ramming to true surface in layers not exceeding 15 cm thick each layer complete all as specified and directed.