GE S U 07 2022 23 PROVN OF 02 X GARBAGE BIN STRENGTHENING OF DRAIN NALLAH ALONGWITH PROTECTIVE WORK AND HARD STANDING AT MT AREA UNDER GE SOUTH UDHAMPUR

Amount

Excavation over area n.exc. 1.50 Mtrs deep and getting out in soft/loose soil complete all as specified and as directed.

Removing excavated soil material n.exc 50m and depositing where directed at a level not exc. 1.5m above the base in soil complete all as specified and as directed.

Rolling and consolidation of formation surfaces in cutting, including watering as necessary, filling in the depressions which occur during the process, with exc 8 tonne and n.exc 12 tonne power roller, consolidating to required gradient and camber complete all as specified and as directed.

Hardcore of broken stone or boulders of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15 cm thick watered and rolled/rammed with exc 8 tonne and n exc 12 tonne power roller, consolidating to required gradient and camber complete all as specified and as directed.

150 mm thick cement concrete 1:4:8 type D-2, (using 40 mm graded crushed stone aggregates) as in sub base of flooring complete including necessary form work complete all as specified and as directed.

Cement concrete 1:2:4 type B-2 (using 20 mm graded crushed stone aggregates) as in foundation, filling and mass concrete floors with chequered finish including necessary formwork complete all as specified and as directed.

Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound,Grade ‘A’ for thickness of concrete slab 100mm in alternate bay complete including necessary form work complete all as specified and as directed.

10mm thick Contraction (dummy joints) filled with pre-formed filler and top 30 mm primed and sealed with sealing compound grade 'A' on 100 mm thick concrete slabe in alternate bay including applying primer and necessary form work complete all as specified and as directed.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed.

75mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregates) as in floors foundations filling and mass concrete complete all as specified and as directed.

Sand cushioning under floors including watering and consolidation complete all as specified and as directed.

Machine pressed precast concrete interlocking paver block, floated glossy finish any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade with,topping of cement mixed with imported pigment complete all as specified and as directed, colour and shape shall be approved by GE. ISI Marked.

Brick work with sub-class 'B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed.

Providing cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in coping complete all as specified and as directed.

Applying two coats of white washing on walls including preparation of newly/old plastered surfaces complete all as specified and as directed.

Excavating in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation, & n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in hard /dense soil complete all as specified and as directed.

PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregates) as in surafce channel and drains complete all as specified and as directed.

Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement motar 1:4 and finished even and smooth without using extra cement complete all as specified and as directed.

Extra over rendering or plastering for work in isolated widths or in widths not forming part of general plastering such as in bands, sunk panels, cornices, skirtings, drip moulds and similar work exc 15 cm but n.exc 40 cm in width or girth; including cutting to edges, all mitres and stopped ends etc complete all as specified and as directed.

Returning, filling including spreading leveling watering and well ramming in layers n.exc 25mm in any type of soil complete all as specified and as directed.

Removing excavated material (soils) exceeding 250 m but n.exc. 500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

Demolition of Brick work or stone/boulders masonry built in cement mortar complete all as specified and as directed.

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and as directed. Note :- PCC Bond Stone shall be paid separately under appropriate item and volume of bond stone shall be deducted.

All as per item No 25 above but except stones complete all as specified and as directed.

All as per item No 14 above but except Bricks complete all as specified and as directed.

Raised pointing to random or polygonal rubble masonary coursed or un-coursed in CM (1:3) complete all as specified and as directed.

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

Cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone aggregates) as in surface channel and drain complete all as specified and as directed.

Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water complete all as specified and as directed.

PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundations, filling and mass concrete complete all as specified and as directed.

Supply only Liquid water proofing compound complete all as specified and as directed.

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

Providing Precast RCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in drain cover slab etc complete including necessary form work all as specified and as directed.

Mild steel TMT bars 6mm to 8mm dia cut to length bent to shape required including cranking bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and as directed.

Framed work such as grills, gratings etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars and similar work conforming to E-250 complete all as specified and as directed.

110 mm dia PVC (SWR) pipes single socketed in any length as in weep holes of retaining wall etc complete all as specified and as directed.

Cement Concrete 1:2:4 type B-0 (using 12.50 mm graded crushed stone aggregates) as in cills, lintels, upto 1.50 metre clear span, copings, benching, bed plates etc and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works complete all as specified and as directed.

40mm thick cement concrete 1:2:4 type B-I (using 20mm graded crushed stone aggregates) as in floor and finished even and smooth complete all as specified and as directed.

20 mm thick Screed bed or bedding layer of cement mortar (1:4) for laying floor finishes complete all as specified and as directed.

Chequered cement concrete tiles 30cm x 30cm x (22-25) mm thick, machine pressed, factory made, Glossy finished, set jointed and pointed in neat cement slurry in floor with grey cement and pigment complete all as specified and as directed.

Rendering 10mm thick on fair faces of brick work or concrete surfaces in cement motar 1:6 and finished even and smooth without using extra cement complete all as specified and as directed.

Rendering 15 mm thick in two layers (10mm + 5mm) on fair faces of brick/concrete or stone surfaces in cement mortar 1:4 and finished even and smooth without using extra cement complete with water proofing compound complete all as specified and as directed. (WPC shall be measured separtely).

Preparation of newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed.

Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing Fe-290 (Gde E-165) complete all as specified and as directed.

Welded steel wire fabric n.exc 4 Kg per Sqm, supplied and fixed complete to wood or steel members including one shop coat of Zinc chromate primer paint including preparation of surfaces at contractor's workshop before fabrication complete all as specified and as directed.

Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping complete all as specified and as directed.

khajuria builders

KALSOTRA CONSTRUCTION CO

joginder singh and sons

shri ram dubey

vmd traders

SINGH CONST CO

M/S Inderjit Sharma and Co.

M/S ASHOK KUMAR PACHIALA