REPAIRS TO ROAD, PATH AND ROAD FURNITURE AT CERTAIN LOCATIONS UNDER GE(S) TEZPUR

Amount

Surface dressing of soft/loose soil n exc 15 CM deep at road side berm complete all as specified and directed

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth in foundation and getting out in soft/loose soil all as specified and as directed.

Returning, filling incl spreading levelling watering and well ramming in layers not exc 25 cm for soft/lose soil.

Removing of excavated surplus soil not exceeding 50m and depositing where as directed at a level not exceeding 1.5m above the staring point.

Scarifying or picking gravelled macadam or bituminious macadam surface exc 50 mm and not exc 100 mm deep including removing to a distance not exc 50 m and stacking all as specified and directed.

M&L for 75 mm spread thickness Moorum/ red bajri spread, rolled and consolidated to gradient and camber required

M&L 75 mm thick compacted thickness in two layer WBM of granite trap or basalt stone with coarse aggregate of grading 2 (63mm to 40mm size or of grading 3 (50mm to 40mm size), spread, rolled and consolidated to gradient and camber required.

-ditto- but except old materials

M & L for repair to pot holes of any depth not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scoring sunken surface in roads, path etc, cutting around edges to at least 25mm in depth making good by applying tack coat catonic bitumenous @ 2.5Kg per 10 sqm, putting in premix as specified for thin bituminous carpet (2.5 cm thick) well rammed bituminous premixed semi dense asphalt concrete (SDAC) in depth of potholes n exc 30 mm complete in all as specified and directed.

M & L premix bituminous, macadam using paving bitumen grade VG-30 any penetration content @ 4% by weight of total mix laid/rolled and compacted to required gradient and cambber with 8-10 tonne power roller and rolled to a uniform smooth surface (any consolidated thickness) complete in all respect as specified and directed.

M&L for applying evenly a priming/tack coat with RS I grade cationic emulsion @ 7.5 Kg per 10 Sqm using mechanical sprayer on black top surface, complete all as specified and directed.

M&L for preparing existing black top surfaces of road 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 complete all as specified and directed.

M&L for applying evenly a priming/tack coat with RS I grade cationic emulsion @ 2.5 Kg per 10 Sqm using mechanical sprayer on black top surface, complete all as specified and directed.

M&L for Bituminous premix semi-dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.5% binder content of which (Paving bitument VG 30 by wieght of total mix providing and laying with mechanical paver and compacted with 8 to 10 tonne capacity power roller to required gradient and camber complete all as specified and directed. Note:- Minimum bitumen content shall be 5.5 % as specified here in above If the actual qty of bitumen to be incorporated on approval of Job mix formula is found more than minimum bitumen content as specified above there no price adjusment shall be considered.

M&L for preparing bituminous surfaces of road and making 2.5 mm thick centre lines, stop lines, dashes, arrows etc and the like n.exc 10 cm wide on road pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with @ 5 Kg/Sqm and applying glass beads @ 300 gms/Sqm over painted surfaces special applicator machine as per manufacturers instruction complete all as specified and directed.

S & F in repairs of Road Studs two way reflective of 100mm x 100mm x 26 mm ,plastic body Body weight not less then 100 gms Reflective Panel of Amber, Red or White provided at site as per manufactuer's instructions complete all as directed

S&F in repair of solar - powered environment friendly,LED based Road stud made of aluminium-aloy shell, 100% waterproof design according to IP 65, dimention of 125mm x 125mm x 25 mm (Shank 60mm), High efficiency Mono-crystalline Solar Panel 2.4V/0.3 watt, One Ni-Mh or NL-cd rechargeable battery (1.2V/1600 MA), Six super bright LEDs with 10,000 to 18,000 mcd (Millicandela), View distance : upto 1000 Meters , Flash rate : 2Hz, Bearable Weight : 10 Tons approx, working time for 3 to 4 days provided at site as per manufacturer's instructions .

Fixing only of solar - old LED based Road stud/ Cat eye after safly removal from existing road at site as per manufacturer's instructions .

S & F Delinator model of SPROTECTION steel body Body height 1 to 1.20 mtr retro reflective band 50 mm each with anti theft cage of Red or White including fixing complete at site as per manufactuer's instructions complete all as directed

S & F Road side safety convex mirror made up of polycarbonate body is made of ABS incl. mounted bracket nuts and bolts of dimension 800 to 900 mm dia and extension for post of 50 mm dia 1.5 Ht GI pipe imbedeing in to with PCC 1:3:6 C-1 of size 300 x 300x 450 mm filling including fixing complete at site as per manufactuer's instructions complete all as directed

S & F Speed breaker of heavy duty tough rubber with high resistance wear and tear property , UV stabilized black and yellow combination high reflective as available on both side in red or yellow colour with length 450 mm to 500 mm of each peice width 350 mm to 450 mm incl. fixing at site as per manufactuer's instructions complete all as directed

Demolition of Stone slabs and tiles of any description or thickness in floors Laid, bedded and pointed in any mortar, aprons etc.

Demolition of cement Concrete (Reinforced) of any description and in any position not otherwise specifically provided for all as directed.

Demolition of brickwork or stone/boulder masonry, built in cement mortar all as directed.

Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness.

Dismantling floor hearth wall tiling incl cement mortar bededing(but not backing)

Taking down cement plaster, of any description on brick or stone walls, etc including racking out joints, hacking for key, scrubbing down with water all as directed.

Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.

Laying only using old paver paver block in approved design & pattern as in footpath, parks, lawns, drive ways of thickness & size/ shape, obtained from dismantaling at site compacted bed of coarse sand including sand and water proof paint compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand finishing and sweeping extra sand; complete.

M&L for 100 mm thick PCC 1:2:4 type B1 using (20 mm graded aggregate) as in floors and pavings including finishing surfaces of concrete topping even and fair (without using extra cement) complete all as specifed and as directed.

M & L forming 12 mm thick expansion joints filled with pre fromed bituminous filler and top 30 mm primed and sealed with compound Grade 'A' all as specifed and directed.

M&L for providing cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate in coping water thrugh and like including watehreing, slightly rounded or hamfered angles and throating as directed including formwork complete.

M&L Pre cast RCC (1:2:4) type B1 using 20 mm graded stone aggregates for cover slab of drain, manhole/soak pit etc set in cement mortar 1:4 complete all as specified and as directed by Engr-in-Charge.

S&F of TMT bars 6 mm to 8 mm dia, cut to length , bent to shape required , including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.

Material and labour for old size sub class B Bricks, straight or curved on plan exc 6m men radius built in cement mortar (1:6) havising comoressive strenght not less than 75 kg/Sq cm all as specified and directed.

Ditto as per item No 2 except bricks all as specified and directed

Supply and fix, 110 mm bore PVC (SWR)pipe single socketed with rubber ring joints fixed to walls or laid in trenches or floor all as specified and directed.

M & L for 50 mm PCC 1:3:6 ( 40 m graded stone aggregate) as sub floor , sub base even and rough to recieve the topping layer as in sub base all as specified and directed

M&L for chequered cement concrete tiles of size 300 x 300 x 22 to 25 mm thick with grey cement and pigment, set and jointed and pointed in neat cement slurry in floors laid over & including 15 mm thick screed bed in cement mortar 1:6 all as specified and as directed.

M&L cement concrete 1:3:6 Type C2 ( using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed.

M&L for PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in surface channels, drains including all necessary form work complete all as specified and directed.

M&L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed.

Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto

M & L, 15mm thick rendering in C.M. (1:6) on fair faces of brick work finished even and fair without using extra cement

NOTES :- 1. For the items for which specifications not mentioned any where in the tender, the IRC specifications shall be followed. 2. Unless otherwise specified the rates for PCC shall deemed to include the cost of formwork shuttering etc., required for complete and proper execution of the work. Refer Schedule "A" notes for details. 3. The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.

DRISTEE ASSOCIATES

M/S SHYAMAL SARMAH

M/S K.K.TRADERS