REPAIRS TO DRAIN FENCING COMPOUND WALL RETAINING WALL AND FOOTPATH AT POCKET A B D E AT AF AREA TRIVANDRUM

Amount

SCHEDULE 'A'

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

Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed

Dismantling old barbed fencing wire of any type complete all as specified and directed.

Demolition of unreinforced cement concrete in ground floors and pavings n exc 15 cm thick (below or above ground level), complete all as specified and directed.

Demolition of un-reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.

S & F mild steel FE 410W Gde E-250( quality A ) for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc complete drilled for fixing steel sheeting or other covering , doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel handing door fittings and hanging complete all as specified and directed.

S & F for mild steel hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

M & L for preparation of new or previously untreated steel surfaces exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide Zinc Chrome primer complete all as specified and directed.

M & L preparation of new or previously untreated steel surfaces, of any description n exc 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over red oxide zinc chrome priming complete all as specified and directed

M & L for preparation of old painted steel surfaces exceeding 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed.

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in any type of soil, complete all as specified and directed by Engineer in charge.

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

M & L Providing reinforced cement concrete type B-1, 1:2:4 (20 mm graded aggregate) In precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 100 and n exc 250 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed

Supply only chain link MS galavnised fencing complete all as specified and directed..

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.

M&L for mild steel round bars 10mm dia and over cut to length bent to shape required and fixing as required in fencing complete all as specified and directed.

M & L Mild steel flat iron as in post in fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc. and similar work conforming to Fe 290 (Gde E-165) complete all as specified and directed.

S & F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exceeding n exc 5 cm long 11 to 15 mm dia of neck complete all as specified and directed.

M & L Preparation surfaces of steel iron work new of any description and girth not other wise described and treated with two coats of tar or coal tar black paint area tarred exc .1 Sqm but not exc .5 Sqm complete all as specified and directed.

S & F for Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strainingbolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steelpins, etc. as directed (each line wire to be measured)

Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar complete all as specified and directed by Engineer in charge.

M & L for 20 mm thick screed bed or bedding layer in cement mortar 1:6 for laying floor finishes complete all as specified and directed.

M &L Chequered cement concrete tiles300X300X 20 mm thick,set & jointed and pointed in neat cement slurry in floors with grey cement and no pigments complete all as specified and directed.

M & L coarse aggregate 4.75 mm graded for granolithic under floors including watering and consolidation complete all as specified and directed

S & F machine pressed precast concrete interlocking paver block of 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.

Demolition of brick or stone masonry built in any type of CM including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

M&L Demolition of reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above GL)complete all as specified and directed.

M&L for PCC Coping in PCC 1:3:6 type C1 using 20mm graded aggrgate including chamfered edges all as specified and directed

M&L for cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate in benching, coping inside manholes including formwork complete all as specified and directed by Engineer in charge.

M&L for Brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engineer in charge.

M&L for brick work with sub class 'B' brick in half brick thick built in CM (1:4) straight or curved in plan exceeding 6 mtr mean radius complete all as specified and directed.

M&L for rendering 15 mm thick on fair faces of brick or concrete wall surfaces finished to even and smooth without using extra cement in CM (1:4) complete all as specified and directed.

M&L for precast reinforced concrete (1:2:4) type B1 using 20 mm graded stone aggregate for cover slab set in and pointed in CM (1:6) including necessary formwork complete all as specified and directed.

S&F TMT bars 10 mm dia and over cut to length bend 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.

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

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

All as per serial No 38 herein in before except stone complete all as specified and directed. Note : Stone obtained from serial No 38 shall be reused for this item

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 in cement mortar 1:4 to random rubble stone masonary, uncoursed or brought upto course complete all as specified and directed.

Sub Total of Schedule 'A'

SCHEDULE OF CREDIT

Schedule of Credit (Minus) Rs. 13,430.00 B/F from Ser page No.105. NOTE: Bidder shall insert credit amount as rate Rs. 13,430.00 in Green field under Col-5.

Sub Total of Schedule of Credit

KENZ CONSTRUCTIONS

Dhanyaconstructions

S K ENGINEERS

JEETH CONSTRUCTION