REPAIR/ MAINT TO ROAD, PATH AND HARD STANDING IN POCKET 1 TO 4 AND PURKAZI AREA UNDER GE ROORKEE

Repair to pot holes and depth n exc 1 Sqm each including sweeping free from dust & mud, or water, scoring sunken surfaces in roads path etc. cutting around edges to at least 25mm in depth and making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) making good by applying coat at 5 kg per 10 sqm putting in bituminous primer paving/bitumen (VG-10) viscosity garde @ 5 Kg per 10 Sqm, putting in premixed as specified for thin bituminous carpet (2cm thick) well rammed and sealed with premixed sand seal coat macadam, well rammed and sealed with binder 9.8 Kg per sqm, blinded wih 0.09 cum of stone chippings, 6.3 mm size and again will rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm rolled and compacted complete all as specified and directed.

M&L for preparing surface of existing black top surface of road by wire brushing with mechanical means, for removing caked mud etc. and sweeping with brooms and finally fanning to clear the surfaces with gunny bags to remove all loose dirt etc and applying priming/ tack coat with bituminous primer (VG-10) viscosity grade @ 5 Kg per 10 Sqm all as specified and directed.

M&L for Bituminous premixed semi-dense asphaltic 30 mm thick (consolidated thickness) stone chipping mixed with 5.5 % of binder content paving bitumen ( VG-30 viscocity grade mixed in hot mix plant, transported to site on tippers and laid with a hydrostatic paver finisher with sensor controln to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, complete all as specified and directed. Note :-(a) 05 Nos of core cutter test to be carried out by contractor on his own cost after 07 days from date of laying of SDAC at location directed by Engr in Charge and test report to be submitted before processing RAR/Payment (CTL/IIT Roorkee?any Govt Institute as approved by GE. (b) The unit rated are worked out on the basis of binder content of 5.5% by total mix. Any additition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR-II)

M&L for Premix bituminous, macadam using paving bitumen 4% (by weight of total mix) binder content (VG-30) viscocity grade and pentitration laid / rolled and compacted to required gradient and champber (consolidated thickness n. exc. 75 mm) with 8 to 10 tonnes power roller complete all as specifified and directed. Note :-(a) 05 Nos of core cutter test to be carried out by contractor on his own cost before laying of SDAC on BM surface at location directed by Engr in Charge and test report to be submitted before processing RAR/Payment (CTL/IIT Roorkee?any Govt Institute as approved by GE. (b) The unit rated are worked out on the basis of binder content of 4% by total mix. Any additition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR-II)

M&L for cleaning the road surface of dirt, oil/grease spots and foreign materials etc and applying 2.00 mm thick road marking strips (retro reflective) of white colour using HOT MARK thermoplastic paint ( Hot application) white by fully/semi automatic paint applicator machine fitted with profile shoe glass beads dispenser propane tank heater and profile shoe heater driven by operator on road surfaces complete on all specified and as directed.

Supply and fixing in repair cat eyes ABC materials body with scratch and abrasion resistant micro presmatic poly carbonate and ultra sonically wilded lens of temperature resistance body of size 90x100x17mm to bear maximum load and highly reflective glass elements are filled on both sides for better night time visibilty complete all as specified as approved by GE.

Supply and fixing in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PAMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height above graund and 200mm below ground 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 as directed.

Supply and Fixing Solar cat Stud, Exterior Aluminium, Interior; Bullet proof PC, Weight : 950 Gm Approx , Power Supply: Mono Crystalline Solar Cell (5V 60MA), Power Storage Device: Lithium iron battery (3.3V 500 MAH), Lighting Mode: Flash or Steady lighting, LED No : Single side 3 pcs , double side 6 pcs , Dispaly Colour: Red, Visual Distance: 1000m approx , Working Tempreture: -10 Degree Celcius~ 70 Degree Celcius,Starting Intensity : 300 Lux~ 600 Lux , Size 125x60 complete all as specified and as directed.

Demolition of plain cement concrete in ground floor and paving not exceeding 50 cm thickness below and above ground level

M&L for cement concrete (1:5:10) type E-2 (using 40mm graded stone aggregates) as in foundation filling and mass concrete and subbase of floor complete all as specified and directed

Supply and laying sand for cushioning , interlocking tile joints to be filled with sand including spreading and levelling in layers not exceeding 25 mm thick

Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M 35 grade with approved colour, design and pattern as in footpath , parks , lawn , dry ways or light traffice parking etc of required strength thickness and size/shade made by table vibrator method using PU mould laid in required colour and pattern over and complete all as specified and directed

S& F Providing and laying at or near ground level factory made kerb stone of nominal mix (1:2:4) cement concrete in position to the required line, level and curvature jointed with cement mortar or mud stops, rounded 1:3 (1 cement : 3 Coarse sand). including marking joints with or without (thickness of joints except at sharp curve shall not be more than 5 mm ), including making drainage opening where required completd all as specified and directed

M&L Providing cement concrete in type B1 1:2:4 (20mm gaded aggreagte) as in cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, coping, kneelers, apex stone, bed plates, kerbs, water traoughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed

M&L for preparation of old painted surface/new and two coats of synthetic enamel (ordinary tint)(each coat) of curve stone and steel surfaces all as specified and directed by engr in charge