REPAIR REPLACEMENT TO CONNECTING PATH TRG AREA INCLUDING REPAIR RESURFACING OF ROAD NEAR OFFICERS MARRIED ACCN IN PATCHES AT ZONE A AREA AAD CENTRE AT GMS UNDER GE I GOS

Amount

Demolition of cement concrete un reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.

Demolition of brick work / stone boulder masonry built in cement mortar complete all as specified and directed.

M & L brick work with fly ash bricks, Straight or curved on plan exc 6m mean radius,built in 1:6 in cement mortar all complete all as specified and directed.

M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate, 75mm thick in plinth protection laid in panels and finished even and smooth without using extra cement including necessary form work complete all as specified and directed. Note : Joints 12mm wide to the full depth of PCC shall be provided at every 3 meters and at every change of direction and shall be filled with mixture of bitumen and sand 1:3 by weight. Cost of this provision shall be deemed to be included in quoted rate for concrete in plinth protection.

M&L for 100mm thick PCC 1:2:4 Type B-2 using 40mm graded stone aggregate in pavement/hard-standing laid in alternative panels, surface finished even and smooth without using extra cement, including necessary form work, complete all as specified and directed.

M&L for 100 mm thick Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and directed.

S&F Exterior designer tiles 300x300x18 to 20 mm thick in floors set and jointed and pointed in white or coloured cement slurry to match the shade of tiles as in floor including15mm thick screed bed in cement mortar 1:4 complete all as specified and directed..

M&L for sand cushioning including spreading in layers and rolled consolidated to thickness of 50mm (minimum) for receiving precast PCC interlocking blocks complete all as specified and directed

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

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.

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 black 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.

M&L for applying bituminous premixed semi dense asphaltic concrete 30mm 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.

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.

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 abrassion resistant ceramor coating having body of weather proof and impact resistant thermoplasitc complete as per manufacturer,s instruction complete all as specified and directed. (Colour :- Yellow/Red/Amber). Make: Series 290 of 3M or Road Star or equivalent of higher cost.

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. Make: 3M/Avery Dennision/Dark eye/Green/Greenlite/ Road Star Cat Part No. GSR-909 or equivalent of higher cost.

M/S SIWALIK AND CO

BHARAT KUMAR BALL

M/S JAGANNATH SASMAL

M/s MAA BHAIRABI ENTERPRISES

DHABALESWAR ENGINEERING WORKS