SPECIAL REPAIR TO INTERNAL ROADS OF VARIOUS POCKETS OF STUDENTS OFFRS ACCNS SPORTS COMPLEX APPRO 700 RM AND ROADS OF MALL ROAD FROM TRIANGLE CHOWK IR WASTE TO BEST CANTT BOARD GARDEN TO MERCURY HOUSE CHOWK AND ADJACENT SIDE ROADS OF WASTE TO BEST

Amount

Earth work in excavation of all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and removing of surplus excavated soil as directed, within a lead of exc 50m but n.exc 250 m. complete all as specified and directed.

M&L for moorum / Red bajri filling in floors or pavings road side berms, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering etc complete all as specified and directed.

M&L for preparing surfaces of WBM surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bitumenous primer using paving bitumen VG-10 at the rate of 10 kg / 10 sqm over WBM surfaces and M&L for premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 40 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed.

Note1 :- Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account. (v) Temperature of mix during laying shall be as per IS provisions, Any deviation in temperature of mix shall attract rejection of load and no claim of whatsoever account shall be entertained by the Deptt.

M&L for preparing surfaces of existing black top surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and M&L for applying evenly a tack coat with bitumenous primer using paving bitumen VG-10 at the rate of 05 kg / 10 sqm and M&L for premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed.

Note1 : Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account. (v) Temperature of mix during laying shall be as per IS provisions, Any deviation in temperature of mix shall attract rejection of load and no claim of whatsoever account shall be entertained by the Deptt.

M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed. NOTE: - (i) Cost of testing charges, materials and transportations etc for job mix formula shall be inclusive in the unit rate and no extra payment shall be admissible on this account. (ii) Mix shall be obtained from hot mix plant and spreading shall be done by using mechanical paver only.

M&L for making lines, dashes, arrows, letters etc not exceeding 15 cm wide on bituminous surface with retro reflective thermoplastic road marking paint with reflector sing glass beads @ 250 gms per sqm area confirming to MOST & BIS specification, not less than 2.50mm to 3.00mm thick of white/golden/yellow as approved colour/shade and applied with machine, as per manufacturer's instructon inccluding preparation of surface i.e. cleaning of surface by removing all dust, dirt, oil grease etc complete all as specified and as directed.

S&F in repair Cat Eye as (Road Stud) 120mm x 90mm size made of poly carbonate moulded body with electronically welded prismatic retro on both sides of maximum retro reflection in wet and dry condition to be fixed with bituminous adhesive BT-69 including removal of existing cate eyes of any description complete all as specified and directed. (Make - Dark Eye / of 3M/Sun Eyes)

S & F super delux quality solar stud aluminium body including solar powered by monocrystal solar panel one high capacity Ni-Cd rechargable battery apprx 1000mts LED -O10mm, 3 pieces each side and total 6 pieces are used for high brightness of defferent colours ,back up 12 hrs of continuous lighting at night complete and specified as per manufacturers instructions . (Make- SUN EYEZ Road Safety Products /3M/ M/s Oscar road safety) (Note- Colour and design shall be approved by GE)

Demolition of cement concrete (unreinforced) in ground floor and paving n. exc. 15 cm thickness (below or above GL) complete all as specified and as directed.

M&L 80 mm thick Machine Pressed Precast concrete interlocking Paver block glossy look any shape and size as approved by GE conforming to IS 15656 2006, M-40 grade with grey cement and pigment dry & joints filled over sand cushioning complete all as specified and directed. (Note :- Sand cushionng shall be measured and paid separately under relevant items) (Make :- Mehatab Tiles, NITCO tiles ,Metro tiles, Dayal shri Processors)

Surface excavation not exc 30 cm deep and averaging 30cm deep and getting out in hard/dense soil complete all as specified and directed.

Removing excavated materials (soil) to a distance exc. Exc. 250m but n exc. 1.50Km and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed

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

M&L for providing precast cement concrete kerb stone/blocks (machine pressed), solid, cement concrete type B-1, 1:2:4 (using 20mm graded crushed stone aggregate) finished at top bullnosed shape and finished surface even and smooth and jointed in cement mortar 1:4 stuck finished including necessary earth work complete all as specified and directed.

M&L for sand fillng under floor in foundation including watering and consolidation for interlocking paver block complete all as specified and directed

M & L for laying for 250mm thick (two layers 125mm thick each) moorum / Red bajri filling in floor or pavings, , laid in layers n exc 15 cm thick, spread, levelled and rammed including consolidated to required gradient and camber etc complete all as specified and directed.

Rolling and consolidating formation surface of road in cutting with 8-10 tonne power roller including watering and filling in depression which occurs during rolling complete all as specified and directed.

M & L soling (or sub base) spread thickness 200 mm with broken boulders or quarried stone, interstices filled, surface formed and rolled & consolidated to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed.

M&L 150mm thick water bound macadam in two equal layers of 75mm each (compacted thickness) with coarse aggregate of stone (granite/basalt/trap) 63mm to 40mm size, spread rolled and consolidated to required gradient & camber with 8-10 tonne power roller, complete all as specified and directed.

M&L cement concrete type C-1, 1:3:6 (20mm graded stone aggregate) kerb of size 30cmx 35cmx 9cm, and in lintels upto 1.5m clear span, steps, seismic and other similar bands, plinth courses, string courses, lacing courcec, parapets and railing upto 60cm in height, coping, kneelers, apes stone, bed plates, kerbs not provided for in item 04028, water throughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed jointed in cement mortar 1:6 and struckflush complete all as specified.

M/S Anil Enterprises

Krishna Constructions

M/s DEEPAK YADAV.