CA No CWE SGNR 32 of 2021-22 WIDENING OF APPROACH ROAD TO SASF AT LALGARH JATTAN MIL STATION

Amount

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

Rolling and consolidation formation surface in cutting with 8 to 12 tonne power roller 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 interstices filled, surface formed and rolled with 8 to 10 tonne power roller consolidated to required gradient and camber, complete all as specified and directed by Engineer-in-Charge.

M&L for 150 mm thick (compacted thickness) two layer of WBM (in two equal layer of WBM) with broken or crushed granite trap or basalt with coarse agg of grading 2 (63 to 40mm size) blended with stone screening material type A spread, watered & rolled and consolidated to gradient and camber required rolled with 8 to 10 tonne power roller hollows made up to form true surface complete all as specified and directed by Engineer-in-Charge.

M&L for preparing New WBM surface by wire brushing for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt complete all as specified and directed by Engineer-in-Charge.

M&L for preparing existing black top road surface by wire brushing for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engineer-in-Charge.

M&L for laying 40mm thick consolidated thickness bituminous premixed semidense asphaltic concrete with 5.5% binder content by weight of total mix laid with propelling mechanical paver as in semidence asphaltic concrete over a tack coat with bituminius primer at10 Kg/10sqm rolled and compacted to required camber and gradient complete all as specified and directed by Engineer-in-Charge.

M&L for laying 30mm thick consolidated thickness bituminous premixed semidense asphaltic concrete with 5.5% binder content by weight of total mix laid with propelling mechanical paver as in semidence asphaltic cincrete over a tack coat with bituminius primer at 5 Kg/10sqm rolled and compacted to required camber and gradient complete all as specified and directed by Engineer-in-Charge.

M&L for painting lines dashes, arrows, letters etc.on pavements and the like using thermoplastic paint with 8% glass beads using special applicator machine with heating arrangement upto 160 C complete all as specified and directed Make of paint:-Shivalic/Kothari/Jayanti/Swastic

M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line level and curvature, jointed with cement mortar 1:3 including making joints with or without grooves (thickness of joint except at sharp curveshall not to be more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engr-in-charge.

S & F plastic speed breaker (ABS material) of size 750mm x 250mm x 75mm with two highly reflective (each length) moulded in PMMA material welded with ABS plate through ultrasonic welding process and fixed on to the speed breaker so that dust and water connot touch reflector inside and thus it maintains its reflectivity for a long time complete all as specified and directed by Engineer-in-Charge.

S & F solar road stud 125mm x 125mm x 25mm made from aluminium alloy and construction powered by mono crystal solar panel with high capacity Ni-Cd rechargeble battery having view distance 1000 meters, LEDs - 010mm, 6 pieces for high brightness, 12 hours of continous lighting at night complete all as specified and directed by Engineer-in-Charge.

Excavation in trench n.exc 1.5 mtr wide and not exceeding 1.5 mtr in depth for pipe line,for manhole etc not exceeding 10 Sqm area on plan and not exceeding 1.5 mtr in depth and getting out in soft /loose soil complete all as specified and directed by Engineer-in-Charge.

M & L PCC 1:4:8 type D-2 using 40 mm graded aggregate as in foundations,filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with subclass "B" old size burnt bricks, straight of curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

M&L rendering 15mm thick in cement mortor 1:4 on fair faces of brick masonary or concrete surface finished even & smooth w/o using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L Preparation of new plastered or pointed surface of walls and applying three coats of white wash complete all as specified & directed by Engineer-in- charge.

Returning filling to the foundation in, soft & loose soil including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed complete all as specified & directed by Engineer-in- charge

M&L for rough excavation in soft/loose soil and transporting of earth n exc 50 m and filling in low lying area and spreading in layers n exc 30 cm thick watering, ramming/rolling and finishing to required

Removing of excavated soil n exc. 50 m and depositing in low lying area (road side) where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.

M& L Hardcore of Broken stone gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

M& L 100 mm thick PCC 1:4:8 (Type D-2 ) using 40 mm graded stone aggregate as in sub base of Path complete all as specified and directed by Engineer-in-Charge.

M & L 25 mm thick Sand filling under pavers including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

M&L Machine pressed precast conctete interlocking paver block with grey cement & pigment, any shape and size confirming to IS 15658-2006 of 100 mm thickness M-50 Grade complete all as specified and directed by Engineer-in-Charge.

M&L 150mm bore Reinforced concrete pipe class NP-2 laid and jointed complete with collars.including necessary earth work.complete all as specified and directed by Engineer-in-Charge.

M&L two coat ofsynthetic enamel paint any description over 10 cm girth or width not otherwise described over a coat of primer on a prepared new surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

S & F rectungular dual directonal reflective cat eye of size 100mm x 100mm of impact resistance ABS plastic stud having ultra violet resistance colour with plastic strip containing 31 mini retro reflective glass beads of colour white / red / yellow to each side and fixed with 12mm dia 120mm long zinc plated steel nails at the centre of cats eye by hammering complete all as specificed adn directed by Engineer-in-Charge. --------------------------------------------------------------------------------------------------

FAIR DEAL CONSTRUCTION CO

M/s Amit Construction Company

M/s Madan Gopal Vyas

ASEEM AND COMPANY

Dasmesh Buildcon

Ram Parkash Constructions Pvt. Ltd.