SPECIAL REPAIR OF ROAD PATH HARD STANDING GATE AND AREA DRAINAGE SYSTEM AT CENTRAD COMPLEX BRAR SQUARE DELHI CANTT UNDER GE (E/M) BASE HOSPITAL DELHI CANTT

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.

Scarifying or picking graveled macadem or bituminous macadam surface in area n exc 400 sqm and depth n exc 50mm deep and removing n exc 30 mtr and stacking all as specified.

M & L 50mm thick (completed thickness) WBM (using limestone, sand stone, Flint or quartzite) with coarse aggregate of grading 2 (63 to 40mm) or of grading 3 (50 to 20mm) spread, rolled and consolidated to gradient material and camber required for sand stone all as specified.

All as per item No 3 above but except material. (Material obtained from Sl No 2 shall be used).

M & L for preparing WBM surface 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 complete and applying tack coat @ 10 Kg/10 Sqm all as specified and directed.

M & L Premix bituminous, macadam with 4% paving using bitumen VG-30 paving grade (50-70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidate thickness upto maximum 74mm), complete all as specified and directed by Engineer-in-Charge).

M & L for preparing black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with air compressor or remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen VG-10 grade @ 0.5 Kg per 10 Sqm of road surface and laying bituminous premix asphatic dense concrete 40mm consolidated thickness using paving bitumen VG-30 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.

M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows etc and the lines n exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS-3262-1989 with special applicator machine all as per manufactures instruction complete all as specified and directed.

Dismantling of stone slab and tiles of any description or thickness laid dry as in floor and road side berm etc complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground and in paving not exceeding 15 cm thickness (below or above ground level) complete all as specified.

M & L for PCC type D-2, 1:4:8, using 40mm graded crushed stone aggregate as in sub base, mass concrete all as specified.

M & L for machine pressed precast concrete interlocking paver block any colour ot 100mm thick, M-50 grade of any shape and size confirming to IS-15658-2006 glossy finish as in floor/pavement laid on 50mm thick sand cushioning complete all as specified and directed.

M&L for GRC (Glass reinforced concrete) rich coloured tiles for path etc of size 300mm x300mmx20mm thick set and jointed with neat cement slurry, over and including 20mm thick screed bed in cement mortar 1:6 complete all as specified and as directed.

M & L fine aggregate sand for cushioning of interlocking paver block/tiles complete all as specified and directed.

S & F in repair for factory made PCC kerb stone of size 300 x 460 x 150mm,laid in position to the required line, level and durvature, jointed with cement mortor 1:3 including making the joint with or without grooves including making drainage opening where ever required complete all as per direction of Engineer-in-Charge.

M & L for PCC 1:2:4, type B1 using 20mm graded stone agg as in benching and coping apex stone etc, all as specified.

M & L for painting of two coats synthetic enamel paint over kerb stone in white/yellow/black shades including priming coat and cleaning/preparation of the surface complete all as specified.

Taking down old broken existing cat eyes/dealineator from existing road of any description and any size and rubbish off the premises out side of MD land complete all as specified and as directed.

Supply and fix solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mano rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10000 to 18000 mcd completed as per manufactures instructions etc all as specified and directed.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.

Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600mm height duly powder coated and thermo plastic elastomer 3 bands of green and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150 x 150 x 300mm) type B1 complete all as specified and directed.

S & F in repair retro reflective overhead informatory road singage and boards, made up of 2mm thick aluminium sheet, face to be fully covered withhigh intensity and encapsulated les type heat activated retro reflective sheeting conforming to type - III of ASTMD-4956-01 as approved by Engineer-in-Charge, letters, borders etc as per IRC: 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing whish shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structureal frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @300 mm centre to centre all along the periphery as well as in two vertical rows alongwith theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work form the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the Engineer-in-Charge. (Structural fram work including MS Plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).

Excavation in trenches n exc 1.50m wide and n exc 1.50 depth for foundation etc and getting out in hard/dense soil.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick with soils.

M&L for removing excated material to a distance 6 Km and depositing out side MOD as per NGT guidelines complete all as directed.

Demolition and breaking up 300mm dia salt glazed drain pipes set in cement mortar complete all as specified.

M&L for PCC (1:3:6) type C-2 (40mm graded aggregate) as in drain/channel and mass concrete complete all as specified and directed.

S & F factory made precast cement concrete U shaped drain size (inner) 300mm (Depth) x 300mm (width) and wall thickness 50mm over and including 20mm thick screed bed in cement mortar 1:6 complete with 50mm thick perforated drain cover drain will be jointed with cement mortar 1:4 complete.

M & L for reinforced concrete pipe 450mm dia, class NP-3 laid and jointed complete with collars.

M & L for concrete bed to drain pipes 450mm dia type 1:3:6 C-2 including packing under, and haunching against the sides of pipes after they are laid and tested.

M & L, PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in kerbs benching, bed plates, hanching and coping all as specified and directed.

Dismantling wrought iron or mild steel work of any despcription not otherwise provided grill, grating etc in any position complete.

M & L for MS framed work such as grills grating, etc with ends of bars shouldered and/or riveted for forged into spikes framed guard bars, barred iron doors ladders framed blausters, walk ways, railings framework of water tanks and similar work conforming to Fe-290, Gde E-165 all as directed by the Engineer-in-Charge.

M & L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed.

Taking down cement plaster of any description on brick or stone walls etc including raking out joints hacking for key scrubbing down with water etc.

Demolition of brick wok or stone/boulder masonry, laid in cement mortor

Brick work with sub class 'B' bricks, strait or curved on plain exc 6m mean radius, built in cement mortar 1:4 complete all as specified and directed.

M&L for washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand: 2 stone chipping 10mm normal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified (Payment providing grooves shall be made separely).

M & L for forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the unde rlayer includng removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.

S & F 20mm thick granite (of anytype) tiles machine cut, in skirting/dado laid over and including 15mm thick rendering in cement mortor 1:4 complete all as specified and as directed, cement screed and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including and polishing complete.

Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement.

M & L for preparation of newly plastered surfaces and applying two coars of cement based paint complete all as specified and as directed.

M &L for MS ornamental and intricate design gate, including pintle hinges, stops, hand-made sliding bolt and similar work conforming to Fe-290, Gde E-165 all as directed by the Engineer-in-Charge.

R K GOEL ABHEY KUMAR JAIN

M/s Durga Traders