SPECIAL REPAIR TO CERTAIN ROADS IN AYODHYA CANTT UNDER AGE (I) AYODHYA CANTT.

Amount

Repair to pot holes, exceeding 30mm depth, not exceeding 01 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming, and applying evenly a priming tack coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-10) at the rate of 5 Kg per 10 Sqm of surface, putting in & including premixed bituminous macadam, well rammed and sealed with binder 9.80 Kg/sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller (including supply of premixed macadam, binder and chippings), complete all as specified and as directed.

M&L for preparing black top surfaces by brushing with wire 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 a priming / tack coat with paving bituminous primer VG-10 grade @ 5 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed. Note_- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by AGE (I). (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.

Scarifying or picking gravelled, macadam or bituminous macadam surface in area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100mm deep including stacking usable materials for reuse and removing rubish to a distance not exc 50 mtr, complete all as specified.

M&L for 75 mm thick (compacted thickness) WBM with lime stone, sand stone, flint or quartzite coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified.

All as per Serial item No. 4 above except materials (stone/boulder)

M&L for Preparing unsurfaced water bound macadam surfaces with wire 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 a priming / tack coat with paving bituminous primer VG-10 grade @ 10 Kg per Ten Sqm on WBM surface and applying 40mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed. Note_- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by AGE (I). (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.

M&L for premix bituminous macadam laid, rolled and compacted to required gradient and camber using binder (paving bitumen VG-30) grade with 4% by weight of total mix all as specified (consolidated thickness 75 mm or less) all as specified in particular specifications. Note_- (i) Premix bituminous macadam shall be executed as per design mix as approved by AGE (I). (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premix bituminous macadam shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.

Demolition of brick work and brick edging complete all as specified as directed by Engineer-in-Charge.

M&L for continuous brick edging with with equal to length of the brick, laid dry on edge vertically with old size sub class 'B' bricks complete all as specified and directed.

M&L for brick work with sub class B bricks straight or curve on plan exc 6m mean radius built in cement mortar 1:6, complete all as specified and directed.

M&L for 15mm thick cement plaster rendering in CM 1:4 on fair faces of bricks or concrete surfaces & finishing the surface even and fair, complete all as specified.

Demolition of cement concrete including tiles if any of any size n.exc 15 cm thickness (below or above ground level) unreinforced complete all as specified and directed.

M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded aggregate) as in sub base floor complete all as specified and directed.

M&L for sand filling under interlocking paver block as in sand cushion bed including leveling & packing the joint, complete all as specified and directed.

M&L for 80mm thick M-40 grade factory made machine pressed precast prelaminated (lacqure finish) coloured interlocking paver block (Vibro compressed and rubber moulded) in approved design conforming to IS 15658-2006 with grey cement and pigment, complete all as specified and directed.

All as per serial item No.15 above but except materials(paver block).

All as per serial item No.15 here in before but except materials(paver block) of size 60mm thick M-35 grade factory made conforming to IS 15658-2006, complete all as specified and directed.

Dismantling stone slabs and paver block (laid dry or laid dry and pointed) of any description or thickness, complete all as specified and directed.

M&L for Plain Cement concrete 1:2:4 Type B-1 using 20 mm graded stone aggregate as in coping, Kerb Stone, benching bed block etc including necessary formwork complete all as specified and directed

M&L for preparation of newly plastered or concrete surface(kerb stone) of any description not otherwise described, over 10cm width or girth not otherwise described and applying two coats of Synthetic enamel paint as approved over a coat of priming paint complete all as specified and directed

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n.exc 15 cm thick spread levelled and rammed including watering complete all as specified and directed.

M&L for 1st quality non skid coloured ceramic endura tiles n.exc 0.11 Sqm 10mm thick set and jointed in neat cement slurry & pointed with coloured cement to match in floor over and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed.

M&L for 25mm thick plain cement concrete 1:3:6 type C-2 (using 12.5 graded crusted stone aggregate) for levelling course of tile complete all as specified and directed.

S&F the kerbstone have dimension of 0.30m in length, 0.10m in width and 0.30m in height constructed from high strength concrete M-35 incorporated 6mm thick 40 grade acrylic sheet in milky white for illumination emitting a red blinking light at 4000K powered by IP68 LED technology the kerbstone operate on solar energy, providing a brightness of 60 lumens solar panel will be installed in group of 10 combining them together installation process will include placing them on prepared PCC bed. The Kerb stone comply with IS code 5758 and IRC standard for road signage fixed all as specified and directed by AGE (I).

S&F reflector type solar CAT EYE with LEDs of red/yellow colour on each side (total 06 Nos) housed in a tough pressure die casted aluminium alloy of size/dimension 125mmx125mmx20mm, with built in system of suitable length with LEDs ,solar sells,battery and light senseor duly covered with tough unbreakable poly corbonate transparent sheet on top ,equipped with solar system workable for 2-3 days (night) after full charge of 8-10 hours , fixed on road surface by cutting holes and grouting with epoxy and/on MS stud(as per manufacturer instrctions) in the pattern and the location complete all as specified and directed. Make- Green liight CAT Part No GPL-3-01/ SINOR/ AKTION/ Avery Dension/3M/SM Industries/ Dark Eye.

M&L for cleaning old/new dirt, oil/ grease spots and foreign materials etc, from road surface and applying 2.5mm thick thermo plastic (retro reflective) road marking paint for marking white traffic lines, straight or curved, having clear and sharp edges over road surfaces by using thermo plastic paint applicator machine and necessary T&P, including cleaning of roads surfaces, heating the paints within temperature limits specified by the manufacturer, making proper arragement for traffic during operation etc. complete all as specified and directed. Make:- Asian/ Nerolac/ Berger Paints. Note:- Thermo plastic paint material shall consist homogeneously composed of pigment, resins and glass reflecting beads in required proportion as per MORTH specification and conforming to relavent IS. (b) The Contractor will made proper arrangement for traffic diversion and safety rules during laving of painting on Roads.

M/s Rajeev Kumar (BID ID -3211835)

M/S A P CONSTRUCTION (BID ID -3209844)

SANJAY B SHARMA (BID ID -3210554)