SPECIAL REPAIR TO CERTAIN ROADS AND PATHS AT POKRAN AREA UNDER AGE (I) POKARAN

Amount

M&L repair to pot holes any depth area not exceeding 1.0sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to atleast 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) making good by applying tack coat VG-10 at 5kg per 10Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8kg per 10sqm, blinded with 0.09cum of stone chippings, 6.3mm sze and again well rammed (including supply of premix macadam, binder and chippings) with 8 to 12 tonne power roller complete all as specified and directed by Engineer-in-Charge.

M&L for Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove loose dirt etc complete all as specified and directed by Engineer-in-Charge.

M&L for applying evenly a priming/tack coat of cationic bitumen emulsion (RS-1) conforming to IS 8887 at a rate of application of .2-.3 kg/sqm on bituminous surafce as specified in table 500-5 of MoRTH specification for road and bridge work 2013 using mechanica sprayer after cleaning of existing surface complete all as specified and directed by Engineer-in-Charge.

M&L for Bituminous premixed semi-dense asphaltic concrete (SADC), 30mm thick (consolidated thickness) in single layer using paving bitumen with 5.5% binder (Paving bituminous VG-30 Grd) content mixed in hot mix plant using design mix and laid by mechanical paver and rolled and compacted with using 8 to 10 ton capacity vibratory power roller to achieve the required compactness, cambered and gradient finished complete including (cutting of edges of roads, straight and site clearance) etc complete complete all as specified and directed by Engineer-in-Charge. Note : Repair of road to be carried out in Patches.

M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm Exc 50 mm and n mm deep exc 100 mm deep complete all as specified and directed by Engineer-in-Charge.

M&L for applying evenly a priming/tack coat of cationic bitumen emulsion SS1 conforming to IS 8887 at a rate of application of .7-1 kg/sqm on bituminous surafce as specified in table 500-3 of MoRTH specification for road and bridge work 2013 using mechanica sprayer after cleaning of existing surface complete all as specified and directed by Engineer-in-Charge.

M&L for Premix Bituminous macadam laid/rolled and compacted to required gradient and camber ( consolidated thickness upto 75mm or less by using Paving bitumen VG-30 grade with binder content of 4% by weight of total mix, any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed by Engineer-in-Charge.

M&L for preparing bituminous surfaces of road and marking 2.0mm thick centre lines, stop lines, dashes, arrows etc. and the like exc 10cm wide on roads pavements as per IRC road pattern with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction and make with with 8% glass bead laid at temp 160 C complete all as specified and directed by Engineer-in-Charge.

M&L for 100mm thick (spread thickness), moorum/red bajri in berms, spread, rolled and consolidated to required gradient & camber complete all as specified and directed by Engineer-in-Charge.

Demolition of concrete in ground floors and pavings n exc 15 cm thickness but above ground floors complete all as specified and directed by Engineer-in-Charge.

M&L for 100 mm thick PCC type D-2 1:4:8 using 40mm (graded stone aggregate ) as in sub base complete all as specified and directed by Engineer-in-Charge.

M& L for providing and laying 80mm thick factory made chamferred edge cement concrete paver block of M-30 grade with approved colour,design, pattern as in foot[ath,parks,lawns,drive ways or light traffic parking etc of required strength,thickness & size/shape made by table vibratory method using PU mould,laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compaction and proper embedding/laying of inter locking paver block into sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with fine sand and cutting of paver block as per required size and patten ,finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge.

Demolition of precast concrete articles and other similar works complete all as specified and directed by Engineer-in-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to required line,level and curvature,jointed with cement mortar 1:3 (1 cement 3 coarse sand) complete all as specified and directed by Engineer-in-Charge.

Supply and fix in repair solar cat eye aluminum alloy shall (100% water proofing design according to IP 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystalline solar panel 2.4V/ 0.3 watt one NI-cd rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and directed by Engineer-in-Charge.

S&F in repair cat eye both side reflective type of aluminum body alloy of size 110mmx120mmx20mm with PAMA striplens reflectors of model No DA 972.0 to be fixed with specified epoxy adhesive material as per manufactures instructions complete all as specified and directed by Engineer-in-Charge.

S&F in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed by Engineer-in-Charge.

M&L for manufacturing, supplying and fixing in repair retro reflective overhead identification sign/cautionary mandatory and information sign board,area exceeding 1.00 Sqm but not exceeding 1.5 Sqm made up of 2mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTMD-4956-01 as approved by Engineer-In-Charge ,letters, borders etc as per IRC :67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to plate of structural frame work by means of suitable sized aluminum alloys,rivets or bolts & nuts @ 300 mm centre to centre all alongwith the periphery as well as in two vertical rows alongwith theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners,lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing,specification and direction of the engineer-in-charge.( structural frame work including M.S plate to be provided seperately. Rectangular area of sheet only shall be measured for payment). post embedded in ground with PCC 1:3:6 type C-2 using 40mm graded stone aggregate of size 45cmx45cmx60cm including necessary excavation and eartwork complete all as specified and directed. Note : (i) Shape/design of sign board as approved by Engineer-In-Charge.

M&L in repairs 800mm dia convex mirroro the body of convex mirror allow 130 degree of vision. Convex mirror should be installed with help of clamp with pole 2 mtr long and 75mm dia post in post hole of size 60x60x75cm and embedding the same in PCC 1:2:4 type B1 using 20mm graded stone aggregate including required excavation ,hoizontal and veticle angle adjustment complete all as per manufacturer instruction and complete all as specified and directed by Engineer-in-Charge.

shree bhavani constructions (BID ID -3476277)

BHAWANI CONSTRUCTION COMPANY (BID ID -3476442)