PROVISION OF SECURITY STEEL GATE FOR RE ALIGNMENT WITH APPROACH ROAD TO OFFICERS MD ACCB TYPE IV V AT ICGS VIZHINJAM UNDER GE AF TRIVANDRUM

Amount

SCHEDULE A PART 'I' (Road/Path/Culvert)

Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out hard/dense/loose soil complete all as specified and directed.

M & L for hard core of gauge exc 63 mm but not exc 100mm with broken stone or boulders, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M & L for 100 mm thick plain cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in sub flooring finished even and fair etc complete all as specified and directed.

M & L for sand filling under floors for cushioning below interlocking paver block complete all as specified and directed.

M & L for machine pressed precast concrete interlocking paver block any shape and size, with grey cement and pigment, confirming to IS 15658-2006, of 60 mm thickness, M-35 Grade complete all as specified and directed.

M & L for PCC 1:3:6 Type C1 using 20 mm graded aggregate in lintels upto 1.5m clear span, plinth courses, copings, kneelers, apex stones, bed plates, pintle blocks, fixed to edges of path/ interlocking tiles and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork if any complete all as specified and directed. (Size: 600mm long, 300mm depth and 150mm thick)

Removing excavated materials to a distance n. exc. 50m and depositing where directed at a level n. exc 1.50m above the starting point complete all as specified and directed.

Sub Total of Schedule 'A' Part I

SCHEDULE A PART 'II' (Security wall/Fencing/Compound wall & gate)

Demolition of brick or stone boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone works and precast concrete articles, complete all as specified and directed.

Demolition of cement concrete (reinforced) in ground floors and pavings not exceeding 15 cm thickness (above or below ground floors) (reinforcement cut as required to facilitate demolition) complete all as specified and directed.

Dismantling structural steel work including doors, gates, but excluding framed truss etc complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5 m deep in hard/dense soil for foundation etc or for shalfts wells cesspits manholes pier holes etc not exc 10 sq.m or plan and not exc 1.5m in depth and getting out complete all as specififed and directed.

Excavating over areas, n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed.

M & L for random rubble masonry, uncoursed, well bonded and solidly hearted in CM 1:6 complete all as specified and directed.

M & L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, or random rubble walling, uncoursed or brought upto courses, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40 mm all as specified and directed by Engr - in-charge

M & L for flush pointing to random rubble masonry, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and directed.

M & L for preparation of new plastered wall surfaces and applying two coats of white wash complete all as specified and directed.

M & L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.

M & L for plain cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in plinth courses, copings, roof kerbs, water troughs and the like including weathering slightly rounded or chamfered angles and throating including necessary form work if any, complete all as specified and directed.

M & L for RCC M-30 grade design mix concrete (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns and mass concrete complete all as specified and directed.

M & L for RCC M-30 grade design mix using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and directed.

M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces of concrete complete all as specified and directed.

M & L for formwork to sides of pillars, posts, struts, piers, columns, and stanchions for rough finished surfaces of concrete complete all as specified and directed.

S & F 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

S & F TMT steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for rendering 15 mm thick on fair faces of brick or concrete surfaces in CM 1:6 finished fair and even and smooth without using extra cement complete all as specified and directed.

M & L for 18 to 20 mm thick Granite (galaxy black colour) work (table rubbed and polished) for wall lining (veneering to wall) 12 mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including cutting and polishing including rounding to edges of granite slab edge for wall lining complete all as specified and directed.

M & L for mangalore pattern roof tiles, interlocking at side joints, laid dry over 20mm thick screed in CM 1:4 complete all as specified and directed.

M & L for Mangalore pattern ridge or hip tiles to suit Mangalore pattern of roofing tiles, bedded and jointed in cement mortar 1:6 complete all as specified and directed.

S & F cast iron work grade FG-150 ornamental type as in gates, brackets, frames, grills etc, complete all as specified and directed.

S & F mild steel sections for pintel hinges, tower bolts, for large gates; hook, large hasps and staples hand made sliding bolts; clamps; hold fasts; and similar small articles conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed.

M & L preparing new steel surfaces of any description, not otherwise described, over 10 cm width of girth and applying two coats of synthetic enamel paint over a coat of red-oxide primer complete all as specified and directed.

M & L for Returning filling in including spreading leveling watering in layers not exc 25 cm thick complete all as specified and directed.

M & L for Removing excavated materials to a distance n. exc. 50m and depositing where directed at a level n. exc 1.50m above the starting point complete all as specified and directed.

Sub Total of Schedule 'A' Part II

SCHEDULE A PART 'III' (Internal Electric Supply)

Supply, laying, testing and commissioing of LT UG cable XLPE insulated, screened. PVC bedded, GI strip or wire armoured electric power cable (heavy duty) of size 2 core x 6 Sqmm with aluminium conductor for working voltage upto and including 1100 volts ISI marked, in trenches/ ducts/ on walls/ on poles etc incl. necessary glands of suitable size and aluminium Lugs for fixing the cables complete all as specified and directed.

Excavation in trenches not exc 1.5m wide and not exc 1.5 metre in depth for laying of cable and not exc 10 Sqm on plan and not exc 1.5 m in depth for poles, struts, stays etc in hard dense soil and getting out complete all as specified and directed..

Returning, filling in of excavated soil up to a depth of 30 cm after riddling the excavated soil for cushing of cable and refilling of trench with normal excavated soil all as specified and directed.

Removing excavated material to a distance not exc 50m and depositing where as directed at a level not exc 1.5m above the starting point complete all as specified and directed.

M&L for Protection to cable with one layer of new bricks laid flat butting to each other in such a way that the length of the bricks is at right angle to the central axis of the cable using old size sub-class ‘B’ bricks.

S & F Thermoplastic cable Junction box made out of polycarbonate material IP55/65 of size 200 X 160 X 98 mm with hinged door, including 4 way connector 415 Volts 20 amps made out of polycarbonate or bakelite including 1 No MCB of 6 Amps with DIN bar and 4 Nos FRP insulators with metric knockouts for cable entry for 16/25 Sq mm cable, and fixing the box to street light pole by means of clamps made out of 25mm x 3mm flat iron, nuts and bolts etc complete all as specified and directed. Make: Hensel Cat No. K 9255 or equivalent

S & F post top LED light fittings of 45 watts capacity and aesthetically appealing vintage type including all accessories complete all as specified and directed. Make Wipro Cat No LP07-501-XXX-57- CL or equivalent fittings of Phillips/Crompton

Sub Total of Schedule 'A' Part III

SCHEDULE OF CREDIT

Schedule of Credit (Minus) Rs. 10000.00 B/F from Ser page No.106. NOTE: Bidder shall insert credit amount as rate Rs. 10000.00 in Green field under Col-5.

Sub Total of Schedule of Credit

S K ENGINEERS

Powertech Engineers

Archana Transport