REPAIR MAINTENANCE RESURFACING OF EXISTING INTERNAL ROADS OF AD STATIC WORKSHOP MH GE COMPLEX REAR SIDE OF STN HQ KV SCHOOL UNDER GE I GOS

Amount

M&L for Repair to pot holes any depth, not exc 1 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, and making good by applying tack coat @ 5 Kgs per 10 Sqm and laying premixed bituminious macadam well rammed and sealed with paving bitumen 60/70 or VG-30 grade@ 9.8 Kgs per 10 Sqm, blinded with 0.09 Cum of stone chipping of size 6.3mm and again well rolled with 8 to 10 tonne power roller (Iincluding supply of pre-mixed macadam, binder and chipping) depth of pot holes exc 30mm complete all as specified and directed by Engineer-in-Charge.

M&L for Preparing existing black top surface or bituminous macadam surfaces 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 back top/concrete surfaces than applying evenly priming tack coat with paving bitumen 60/70 or VG-30 penetration over the prepared surface by mechanical sprayer @ 5 Kgs/10 Sqm of surface area complete all as specified and directed by the Engineer -in-Charge. Note : Job Mix formula as per MORTH standared /IS shall be got carried out from the approved Govt accredited Lab at contractoor's cost and shall be approved by GE. Bitument contents as specified is minimum & to be incororated even Job mix formula indicates lower value. Incase of higher value, no prices adjustment is admissible and quoted rate shall be deemed inclussive.

M&L for applying bituminous premixed semi dense asphaltic concrete 40mm thick (consolidated thickness) with 5.5% binder content of paving bitumen 60/70 or VG-30 grade 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 mechanical paver finisher, complete all as specified and directed by the Engineer-in-charge.

M&L for premixed bituminous macadam laid, rolled and compacted to required gradient and camber n.exc 75mm thickness (consolidated thickness) with 4% binder content of VG -30 by weight of total mix, mixed in hot mix plant and laid by mechnical paver finished , complete all as specified and directed by the Engineer-in-charge. Note : Job Mix formula as per MORTH standared /IS shall be got carried out from the approved Govt accredited Lab at contractoor's cost and shall be approved by GE. Bitument contents as specified is minimum & to be incororated even Job mix formula indicates lower value. Incase of higher value, no prices adjustment is admissible and quoted rate shall be deemed inclussive.

M&L for preparation of existing bituminous surfaces, removing, dust, dirt grease and other foreign matters etc to receive the marking and M&L for thermo plastic (Reflective) line marking having 1.0 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 cat eyes/road studs for roadways sign permanent surface mounted type having tough poly carbonate micro replicated corner cube reflector lenses with a protective abrssion resistant ceramor coating having body of weather proof and impect resistant thermoplasit complete as per manufacturer,s instruction and as directed. (Colour :- Yellow/Red/Amber) Make: Series 290 of 3M or Road Star or Equivalent.

S&F in repair solar cat eyes/road studs size (mm) 125L x 125B x 25H including stem height 53mm approx housing dia cast aluminium (grade LM-6) fully water proof and weather proof and weatherproof coating visible distance upto 400mtr LED-6 super bright amber led (3 Nos each side) yellow charged, flush frequency 1.2 Hz-1.8Hz including solar panel 3.5V/110MA & battery one PC sub ‘C’ type Ni-Cd rechargeable battery 1.2V/2.5AH temp range 20C to 70C fixed on road for roadway sign complete as per manufacturer’s instruction and directed by Engr-in-Charge

M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm & depth exc 50 mm & n exc 100 mm, complete all as specified and directed by Engineer-in-Charge.

M&L 150 MM Soling gravelled macadam or bituminous macadam surfaces in areas n exc 400 sqm and depth of n exc 50mm & n exc 100 mm , complete all as specified and directed by the Engineer-in-charge.

M&L for 150 mm thick water bound macadam in two layers of 75 mm each (compacted thickness), with coarse aggregate of stone (granite / trap/ basalt) of grading 2 (63 mm to 40 mm size) or of grading 3 (50 mm to 20 mm size), spread, rolled and consolidated to required gradient and camber required. Complete all as specified & directed.

S&F in repair plastic speed bumbs (Speed breakers) not less 400 mm wide blocks & yellow colours fixed with necessary spikes/screws to the road surface etc. , complete all as specified and directed by the Engineer-in-charge.

S&F in repair ABS Body, 100 cm outdoor convex mirror good quality as approved by GE fixed in road/ground portion complete including hanging/fixing arrangement with adequate mounting arrangement at suitable height, having unbreakable Polycarbonate Convex Lens with hoods as the traffic safety mirror for eliminating blind spots & increase visibility at a broader angle, including excavation for post holes, PCC Type C-2 1:3:6 (using 40 mm graded stone aggregate) in post hole & removal of surplus excavated material to a distance not exceeding 50 metre & depositing where directed at a level not exceeding 1.5 metre above the starting point. Complete all as specified & directed.

S&F in repair high intensity prismatic retro - reflective (3m/Avery) sheet of colour as directed, self adhesive, fixed on steel/concrete surface etc , complete all as specified and directed by the Engineer-in-charge.

S&F in repair Alcolite Spring Post/Flexible delinator, strong flexible UV protected PU & PVC with high intensity reflective light material crystal lattice, 75 mm dia, 750 mm height including all necessary fittings, complete all as specified and directed by the Engineer-in-charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for .

S & F of rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete, drilled for fixing of steel sheeting or other covering doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fitting and also fastening confirming to Fe – 410 – W(Gde E - 250) quality 'B' complete all as specified and directed.

M&L for two coats synthetic enamelled paint to new steel surfaces after preparation over a coat of red oxide primer area over exc 10cm in width or girth etc complete all as specified and directed.

M & L in repair 4 mm thick aluminium composite panel cladding work of choice colour incl necessary bracing for fixing to frames work or wall surface by means of reveting as directed and specified by engineer in charge

S& F in repairs 12 " stainless steel alphabets polished fixed to ACP Panels /clading work / or metal frame work , complete all as specified and directed by the Engineer-in-charge.

M&L for Machine pressed precast RCC kerb stones of grade M-30 of size 300 mm x 150 mm x 300 mm (depth) as used in road kerbs and similar articles with plain faces, set in CM 1:4 , complete all as specified and directed by the Engineer-in-charge.

M&L for Machine pressed precast RCC kerb stones of grade M-30 of size 300 mm x 150 mm x 450 mm (depth) as used in road kerbs and similar articles with plain faces, set in CM 1:4 , complete all as specified and directed by the Engineer-in-charge.

Demolition of Cement Concrete (unreinforced) of any description & in any position not otherwise specifically provided for, complete all as specified and directed by the Engineer-in-charge.

M&L for preparing new concrete surfaces and applying Two coats of Synthetic Enamel Paint over a coat of primer , complete all as specified and directed by the Engineer-in-charge.

M&L for 100 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as sub base of floor , complete all as specified and directed by the Engineer-in-charge.

M&L for hard core of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by the Engineer-in-charge.

S&F machine pressed precast concrete interlocking paver block any shape & size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement & pigment complete all as specified & directed.

M&L for Sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed by the Engineer-in-charge.

S&F in repairs 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors , complete all as specified and directed by the Engineer-in-charge.

S&F in repairs 110mm bore PVC (SWR) bends any radius complete all as specified and as directed , complete all as specified and directed by the Engineer-in-charge.

M&L for preparing old painted concrete surfaces and applying one coat of Synthetic Enamel Paint , complete all as specified and directed by the Engineer-in-charge.

M&L for Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m depth in soft /loose soil etc complete all as specified and directed.

M&L for Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil etc complete all as specified and directed

M&L for Removing excavated material (Soil) exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed.

M & L for Moorum / Red bajri filling in floors or pavings, laid in layer not exc. 15 cm tkick, spread, levelled, and blinded with earth including well ramming and watering as required complete all as specified and directed.

M/S JAGANNATH SASMAL (BID ID -3381161)

JPR CONSTRUCTIONS AND ENGINEERS (BID ID -3381190)

Likitha Enterprises (BID ID -3381696)

DHABALESWAR ENGINEERING WORKS (BID ID -3381207)

M/s GURUDEV CONSTRUCTION (BID ID -3381324)

M/s MAA BHAIRABI ENTERPRISES (BID ID -3381692)

P JAGANNADHARAJU (BID ID -3381715)