PROVN OF HARD STANDING FOR SPECIALISED VEH AND SPL REPAIR TO DRAINAGE SYS OF APPROX 400M AT OTM BLDG AT BABINA CANTT

Amount

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Hard dense soil complete all as specified and as directed.

M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete incuding necessary formwork etc complete all as specified and directed by Engr-in-Charge.

S&F steel work ( tubular pipes,square/round as in vertical posts, rafters/purlins framed using ERW or induction butt welded including tubular pipes (medium) for supporting tubular/square pipe rafters/purlins special shaped washer incuding welding and cutting in shape etc complete all as specified and directed by Engr-in-Charge.

S & F MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, any attachment , welding completed all as specified and directed by Engr-in-Charge.

M & L for Cement concrete 1:2:4 type B2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete as in post hole complete all as specified and directed by Engr-in-Charge.

M&L preparation of steel surfaces over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed

M&L for pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified andas directed.

M&L for pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.

M&L for old size brick work with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in in CM(1:6) etc complete all as specified and directed by Engr-in-Charge.

M&L for rendering 15 mm thick in cement mortar 1: 6 on fair faces of brick work finshed even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

M & L for preparation of new plastered surface of wall and applying two coats of cement base paint on external wall surface over a coat putty complete all as specified and as directed by Engr-in-Charge.

Excavating over areas, n exc 1.5m deep and getting out in any type of soil complete all as specified and as directed by Engr-in-Charge.

M&L for 200 mm thick soling or sub base with broken boulders or quarried stone, inter stices filled, surface formed and rollled and consolidated to required camber and gradient complete all as specified and directed

M&L for 150 mm thick (compacted thickness) WBM in two layers, each 75 mm thick with stone coarse aggregate of grading 2 (63 to 40mm ) spread, rolled and consolidated to gradient material and camber required complete all as specified and as directed

M&L for cement concrete work in pavement/hard standing of flexual strength 40Kg/per Square centimeter in field using 400kg of cement per cubic meter, thickness of concrete 25cm or less including form work complete all as specifed and directed by Engr-in-Charge.

M&L for forming 12mm thick expansion joints in 200mm thickness slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ etc complete all as specifed and as directed by Engr-in-Charge.

M&L for PCC 1:2:4 type B1 (using 20mm graded aggregate) in copings, kerbs, channels, water through and the like including weathering, slightly rounded or chamfered angles and throating as directed chamfered necessary for work complete all as specifed and directed.

Returning, filling in trenches with excavated soil, including, spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed.

Removal of excavated material n. exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting paint complete all as specified and directed.

Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100 M and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 M as directed by the Engineer in Charge.

M&L for OLD SIZE BRICKS built in cm (1:4) using sub class 'B' bricks of compressive strength not less than 35 Kg/Sqcm straight or curved on plan exceeding 6 mtr mean radius with old size bricks all shown on drawing complete all as specified and directed by the Engineer in Charge.

M & L for brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar (1:4) but except bricks (Bricks shall be obtained from demolition. Unit rate for cleaning of old bricks shall be included in this item).

M/L for rendering 15mm thick in CM 1:4 on fair faces of bricks or concrete surfaces finished fair and smooth complete all as specified and directed by Engr-in-Charge.

M & L preparation of walls newly plastered surfaces & applying two coats of white wash complete all as specified and directed by Engr-in-Charge. .

Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness, (Below or above ground level) and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 M as directed by the Engineer in Charge.

M & L for cement concrete (1:3:6) type C2 (using 40 mm graded stone aggregate) in surface channels, drains and manhole foundation etc complete all as specified and directed by Engr-in-Charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed by the Engineer in Charge.

Add or deduct for each 25 mm girth or part thereof over or under 30cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed by the Engineer in Charge.

Demolition of reinforced cement Concrete of any description and in any position disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 m as directed by the Engineer in Charge. (Reinforcement shall be cut as required to facilitate demolition).

M & L for precast reinforced cement concrete (1:2:4), type B-1 (using 20 mm graded stone aggregate) as in cover slabs and similar articles with plain faces and set in cement mortar (1:4) complete all as specified and directed by the Engineer in Charge.

M & L for mild steel TMT bars 12 mm dia., and over 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 by the Engineer in Charge.

N K ENTERPRISES (BID ID -3388805)

Ms Vinay constructions (BID ID -3392739)

M/S Kharya Associates (BID ID -3392043)

CREATIVE CONSTRUCTION (BID ID -3384881)