SPL REPAIRS TO ROAD OF ABW FROM ADESH BLOCK TO ERG BLDG AND FRONT NAINI GATE TO DEEWAN GATE AT CHHEOKI AND MAIN GATE TO MANDIR OF INF BN KUMAON AND PROVN OF ROAD OF GUARD ROOM TO PARKING AREA DSC OFFICE STN CELL AT NEW CANTT UNDER GE (WEST) ALLAHABAD

Amount

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 GE. (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 cleaning old 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. NOTE: Thermo plastic paint material shall consist homogeneously composed of pigment, resins and glass reflecto rizing beads in required proportion as per MORTH specification and conforming to relavent IS.

S&F solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mmx125mmx25mm (stank 65mm) A high efficiency mono crystalline solar panel 2.4V/0.3 Watt on NI-ed rechargeable battery (1.2V/1600MA) consisting to super bright LED with 10,000 to 18,000 med completed as per manufacturers instructions etc all as specified and directed.

S&F in repair solar stud alumininum alloy powered with high efficiency solar monocrystalline solar panel (2.4 V/0.3 watt) one Ni-MH or Ni-cd rechargeble battery (1.2V/1600 MA) with 6 super bright LEDs, with 10000 to 18000 Mcd (Milicandela), dimension-125mm x125mmx25mm (shank 60mm) including adhesive for fixing arrangement complete all as specified and directed. Make :- Dark eye Model DHRUV or Sinar Infrasture or equivalent make as approved by GE.

M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 Sqm and depth exc. 50mm but n. exc. 100mm and stacking complete all as specified and directed.

M&L for 75mm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), in single layer of 75mm thick using granite, trap or basalt stone aggregate, spread, rolled and consolidated to gradient and camber required using 8 to 10 tonne power road roller complete all as specified and directed by Engineer in Charge.

All as per item No. 6.00 above but except materials.

M&L for preparing WBM 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 @ 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 ton 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 GE. (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 applying evenly a priming/tack coat wtih paving bituminous primer using paving Viscosity grade-10 bitumen @ 10 Kg per 10 Sqm complete all as specified and directed.

M&L for bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 ton per hour using crushed stone aggregete of specified grading premixed with bituminous binder VG-30 grade @ 4% by weight of total mix transporting the hot mix and filler to work site, spreading and laying with a hydrostatic mechanical paver and roller to required camber/ gradient rolled and compacted to smooth uniform surface with vibratory and tandem 8 to 10 ton power roller to achieve desired compaction (consolidated thickness not exceeding 75mm thick) 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 in repair for continuous burnt clay old size brick sub class B of edging with width equal to the width of the brick, laid dry on end vertically complete all as specified and directed.

Surface dressing n.exc 15cm deep and cleaning the surfaces bushes and grass (in any size and depth) including removing all other wastes complete all as specified and directed at site by Engineer-in-Charge.

M&L for repair to potholes 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 25 mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm with paving bitumminous primer VG-10 grade and putting required (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5.5% paving 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 for pot holes exc 30mm depth complete all as specified and directed.

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.

M&L for rolling and consolidating formation surfaces in cutting using 8 to 12 ton power roller to required gradient and camber including watering as required complete all as specified and directed by Engineer in Charge.

M&L for 150mm thick (spread thickness) soling or sub base with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber using 8 to 10 tonne power road roller complete all as specified and directed by Eningeer in Charge.

M&L for 150mm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), in two layers of 75mm thick each using granite, trap or basalt stone aggregate, spread, rolled and consolidated to gradient and camber required using 8 to 10 tonne power road roller complete all as specified and 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.

SHREE Glass and Plywood

PERFECT ENTERPRIOSES