SPECIAL REPAIRS TO INTERNAL ROADS AT TAG LOCATION RESTRICTED AREA UNDER GE E/M BASE HOSPITAL DELHI CANTT -10

Amount

M & L for repair to patholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. Cutting around edges to atleast 25mm in depth, making good by applying tack coat at the rate of 5 Kg per 10 sqm, puttying in premixed bituminous macadam well rammed and sealed with binder 9.8 Kg per 10 Sqm of paving bitument blinded with 0.09 cum of stone chippings 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc 30mm, complete all as specified and as directed.

M & L for milling up bituminious carpet of any description up to 50 mm deep by using milling machine including transportation and removeal of debris outside the permises as & where directed by Engineer-in-charge in compliance of guidelines/instructions/orders of concerned municipal corporation complete all as specified and as directed.

M & L for preparing of black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally faning the cleaned surfaces with gunny bags to remove all loose dirt etc completeall as specified and as directed.

M & Lfor applying evenly a priming/ tack coat with bituminious primer using paving bitumen @ 10 Kg/10 Sqm all as specified and directed.

M & L for bituminous premix semi dense asphaltic concrete 40mm consolidated thickness, with 5.5% binder content by weight of total mix, spread by means of self propelled mechanical spreader/paver, rolled and compacted to required camber and gradient with 8-12 ton power roller, complete all as specified and as directed. Notes: (a) If the quantity of binder content works out to be more than 5.5 % as a result of job mix formula, no extra payment shall be made to contractoor on this acount. (b) The bituminious premix semi dense asphaltic concrete shall be procured from fully automatic hot mix plant and job mix formula shall be approved by GE before laying of SDAC.

M&L for preparation of new black top surfaces of road and applying one coat of retro-reflective thermoplastic road marking paint of grade II, 2.50mm thick for longer durability, confirming to clause No 803.4 of "Specifications for Road & Bridege works" issued by MORT&H (Ministry of Road Transport & Highways) including provision of glass beads, paint material shall be conforming to MOST (Ministry of Surface Transport) complete all as specified and as directed.

S&F in repair factory made, precast concrete kerb stone, M-25 grade, size 300mm x 300mm x 150mm of approved pattern, set & jointed in cement mortar 1:4, over and including 100 mm thick plain cement concrete 1:2:4 bedding, including necessary earth work etc complete all as specified and as directed.

S&F 75cm lonag road side delineator, ABS round body, fitted with two Nos, 100mm dia high reflective reflector, made out of PMMA and mounted on MS pipe of 50mm dia, duly powder coated, antirust & antitheft steel net, fixed on 600mm height pole with retroreflective tapes in red or yellow in colour, including fixing on PCC block foundation of minimum size 15 x 15 x 30 cm, including necessary excavation in post hole and earthwork, PCC 1:2:4, type B-1, using 20mm graded stone aggregates complete all as specified and as directed.

S & F road stud, aluminium alloy and PC construction solar powered by MMO crystal solar panel type of battery and high capacity NICD rechargeable battery view distance approx 100 m, LEDs 0.10 mm 3 pieces each side and total six pieces shall be used for high brightness six different colour backup 12 hrs of continuous lighting at night, standard quality solar stud complete all as specified and as directed.

S & F aluminium alloy body stud/cat eye of size 110 x 120 x 23.5 mm for road surface complete all as specified and as directed.

Taking down cement plater or grit plaster of any description on brick or stone walls, concrete surfaces, etc including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed.

M&L for 15mm thick rendering in cement mortar 1:4 on brick/concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.

M&L for preparation of new plastered brick or concrete surfaces of any description, over 10cm grith or width, not otherwise described and applying two coats of synthetic enamel paint in colours/pattern as approved by GE, over and including a coat of cement based primer complete all as specified and as directed.

All as per item No 13.00 here in before but one coat of synthetic enamel paint on old surface complete all as specified and as directed.

M&L for aestheticl design, composition, supply & installation of double sided non lit External Multi Directional Signage with double poles of 72x72x2.5mm, structural steel frame made out of medium duty, 50mm & 25mm square pipe section and base plate 300x300x10mm, red oxide primer with two coat of smoke grey shade epoxy painting, fixing of base plate to foundation through anchor bolt, providing and fixing ACP sheet 3mm in cladding, 3M Vinyl of background with High Intensity Prismatic (HIP) reflective sheet, self-adhesive retro reflective graphics(size of letters/symbols/border, etc & message/subject matter in English/bi-lingual as per Engr-in-Charge's instruction with no price adjustment) with 3M Scotchcal and mounting with 3M double sided VHB Tape etc. complete including embedding each pole in PCC 1:2:4 (300x300x300mm) type B1 complete all as specified and directed. (Note: Area of signage sheet only will be measured for payment purpose).

M&L for taking down large steel gate (exceeding 6m in width) of mild steel angle or other sections with gusset plates, rails, hooks, pintles, etc., complete. Gate to be prepared for rehanging either with hooks and hinges or steel hanging door fittings after realignment of height/level of pintles, running rails, guides, etc as per level of finished top surface of the road below the reach of the gate and replacing defective parts, if any, including necessary required cement concrete work in PCC 1:2:4 for refixing of pintles/rails, making good the disturbed surfaces, etc, applying two coats of the synthetic enamel paint on the steel surfaces and rehanging , also refastening and refixing complete all as specified and directed.

GLIBS CONSTRUCTION