GE/S(U)-67/2020-21 SPECIAL REPAIR OF INTERNAL ROAD NEAR BLDG NO P-98 AND P-146 AT NCCIU UNDER GE (SOUTH) UDHAMPUR

Amount

Repair to pot holes any depth, not exceeding 1 Sqm each including sweeping free from dust and mud or scouring sunken surfaces in roads, paths etc. cutting around edges to atleast 25 mm in depth, making good by filling in screened and graded material/road metal, watering and well ramming (including supply of material) complete all as specified and directed.

Premixed bituminous macdam with 4% of binder content by weight of total mix using bitumen VG-30 paving grade (50-70 penetration) bitumen binder, laid & rolled & compacted to required gradient (consolidated thickness upto maximum 75 mm) to making good the cut edges of roads etc. complete all as specified and directed by Engr-in-Charge.

Preparing existing black top surfaces 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 tack coat/primming coat with bituminous primer using bitumen VG-10 paving grade (80-10 penetration) & 5 Kg per Ten Square metre with tor boiler complete all as specified and directed.

Bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5 % binder content paving bitumen using bitumen VG-30 paving grade (50-70 penetration) by weight of total mix using paving bitumen laid with mechenical paver, rolled and consolidated to required camber and gradient complete using hot mix plant and spreading with paver complete all as specified and directed.

Laying continous brick edging eith width equal to the width of the brick, laid on end vertically with old size bricks including taking out of broken/crushed brick bats etc. complete all as specified and directed.

Metal Guide post/Delinator high performance 2 Nos, 100 mm dia reflectors of highly reflective reflectors made out of PMMA and mounted on MS pipe 50 mm dia duly powder coated anti rust and anti theft steel net. Height not less than 800 mm (aprox) including taking down of existing one Model DA 952 GP as approved and complete all as specified and directed by GE. Make : DARK EYE/ GUNNEBO/YASH. Note : Cost of PCC and earth work is deemed to be included in unit cost.

Solar road studs made of aluminium alloy and poly carbonate size 125 x 125 x 25 mm 6 led with stem self illuminating in dim areas during night time. Solar rechargeable batteries for continual performance without much maintenance. Super bright leds with a viewing distance of 500 meters. Equipped with prismatic reflective lens on each side ensure maximum reflectivity make up of highly compressive material cosustain over 10 tones water resistant complete all as specified and directed. Make : TATA/DARK EYE/GUNNEBO/ YASH, Cat Part No : DA 110.

All direction Retro reflective round delinators made out of ms pipe of outer dia 47 mm and length 600 mm reflective bands of colour white and red (HP) incl taking down complete all as specified and directed. Make : Road star/DARK EYE/YASH. Note : Cost of PCC and earth work is deemed to be included in unit cost.

Cats eye yellow colour of ABS plastic metal with two Nos of reflectors including fixing with approved adhesive/fastener on road as in repairs including taking down of existing one complete all as specified and directed. Make : TATA/DARK EYE/ GUNNEBO/YASH, Cat Part No : DA-978(B).

ABS plastic speed bumps, including fixing nails/ scews/polymer and surface dressing for even and levelled surface as in repairs including taking down of existing one complete all as specified and directed by Engr-in-Charge. Make : DARK EYE/ GUNNEBO/YASH, Cat Part No : DA 1006.

Preparation of new/old painted surfaces of road by scratching old spots, paints, trading oils greasy spots etc. and applying hot thermoplastic road marking material of yellow/white color confirming to ministry of surface transport (MOST) specification paints as side, centre lines of white colour of width up to 150 mm as MORTH specification MOST 803.4 complete all as specified and directed. Make : Reliance Paint/or any other equivalent as approved by GE. Note : Contractor shall have to furnish the detail that qty minimum used per square meter is 5.00 Kg/Sqm)

Painting lines dashes arrows letter etc. on roads pavements and kerb stones and similar articles as required at site with road marking paint exceeding 10 cm in width or girth complete all as specified and directed.

Machine pressed (factory made) precast plain cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate), kerb stone & the like of size 300 mm x 300 mm x 100 mm thick or of size as approved by GE, with plain fair faces including chamfers, weathering etc. embedding in position/laid in trenches on edges of roads, including excavation in any type of soil, setting in cement mortar (1:4) returning filling and removal of surplus soil/debris to a distance not exceeding 50 m from the starting point complete all as specified and directed.

Demolition of cement concrete in ground floor and pavings not exceeding 15 cm thick below or above ground level complete all as specified and directed.

Demolition of reinforced cement concrete work of any description not specifically provided including cutting down reinforcement complete all as specified and directed.

PCC 1:2:4 type B-1 (using 20 mm graded aggregates) for precast cement concrete slabs as in covers set in cement mortar 1:4 including necessary formwork complete all as specified and directed.

TMT steel bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with m.s wire annealed not less than 0.9 mm dia complete all as specified and directed.

All as per ser item No 17 but 5 mm dia and over up to and including 10 mm dia as in stirrups complete all as specified and directed.

PCC type B-1, (1:2:4) (using 20 mm graded crushed stone aggregate) as in coping, benching, bed blocks etc. complete all as specified and directed.

Providing 75 mm thick cement concrete (1:3:6) type C-1 (using 20 mm graded aggregate) as in sub base for hard paved area complete all as specified and directed.

25 mm thick PCC type B-1, 1:2:4 (using 20 mm graded crushed stone aggregate) as in sub base for laying floor finishes complete all as specified and directed.

Sand cushioning/filling under floors or laying interlocking tiles complete all as specified and directed.

Hardcore of broken stone or boulders of gauge not exceeding 63 mm and deposited spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as specified and directed.

Machine pressed precast concrete interlocking paver blocks lacquor finish 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.

PCC type E-2, (1:5:10), (using 40 mm graded crushed stone aggregate) as in lean concrete, sub base or mass concrete, foundation filling etc. complete all as specified and directed.

Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish of the premises complete all as specified and directed.

15 mm thick screed bed in cement mortar 1:4 for laying floor finishes complete all as specified and directed.

Heavy duty coloured (Dura stone) 300 x 300 x 10 mm thick tiles as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed.

Screed bed or bedding layers of 15 mm thick cement mortar 1:3 for laying floor finishes complete all as specified and directed.

Coloured Chequered tiles lacquer finish of size 30 cm x 30 cm x 20-25 mm thick, set jointed and pointed in neat cement slurry as in path with white cement and pigment etc. complete all as specified and directed.

Demolition of brick or stone masonary built in cement mortar including all necessary arches pillars quions etc. complete all as specified and directed.

Random rubble stone masonary well bonded, bedded and solidly hearted in cement mortar 1:6 complete all as specified and directed.

All as per ser item No 32 but except stone complete all as specified and directed.

Brick work with sub class "B" bricks straight or curved on plan exceeding 6 Metre mean radius in cement mortar 1:4 complete all as specified and directed.

15 mm thick rendering on fair faces of bricks finished even and smooth without using extra cement in CM 1:4 complete all as specified and directed.

Extra over stone walling for hammer dressing for lime sand stone not exceeding 40 mm deep when held against st edge complete all as specified and directed.

Plain cement concrete type B-1, (1:2:4) (using 20 mm graded crushed stone aggregate) as in surface channels and drain beds complete all as specified and directed.

Raised pointing to random rubble stone masonary in CM 1:3 complete all as specified and directed.

Two coats cement base paint on old/new plastered surfaces including preparation of surfaces complete all as specified and directed.

Extra for forming fair finished drain or channel 30/45/60 cm inner girth in cement concrete, using extra cement, including forms moulds, mitered/ stopped ends etc. complete all as specified and directed.

Framed work as in grills gratings, shoulder, railing, ladder, staging, casing and any description any position etc. with ends of ends of bars shouldered or forged in to spikes etc. confirming to Fe 290. Gde 165 complete all as specified and directed by Engr-in-Charge.

Two coats of synthetic enamel paint on new steel surfaces including preparation over a coat of red oxide zinc chrome primer complete all as specified and directed.

Reinforced cocrete pipe 300 mm dia, class NP-2 laid to floor and wall jointed complete with collars complete all as specified and directed.

Concrete bed to drain pipes 300 mm dia type 1:3:6 C-2 including paking under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed.

Removing excavated soil, debries to a distance exceeding 50 m and not exceeding 1.5 KM and depositing at a level not exceeding 1.5 m above the starting point out of defence land complete all as specified and directed by Engr-in-Charge.

SINGH CONST CO

JINDAL BUILDERS