PROVN OF RETAINING WALL NEAR BLDG P-4, P-6 AND P-99 AND DRAIN NEAR P-66 AT 41 WEU, AF STATION PATHANKOT

Amount

Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.5mtr depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge.

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

PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in surface channel and drains and similar work complete all as specified and directed by Engineer-in-Charge.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, metred stopped ends complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in bed blocks, coping, cills,steps, kneelers, bed plates, apex stones kerbs and similar work including necessary form work complete all as specified and directed by Engineer-in-Charge.

Rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

Excavation over areas, not exceeding 1.50m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge.

Rough excavation not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge.

Material and labour for plain cement concrete 1:4:8 type D-2 using 40mm graded crushed/broken stone aggregate as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour for RCC M-25 (Design mix) (20 mm graded crushed stone aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns complete all as specified and directed by Engineer-in-Charge.

Material and labour for RCC M-25 (Design mix) (20 mm graded crushed stone aggregates) as in Walls, retaining walls, any thickness complete all as specified and directed by Engineer-in-Charge.

Material and labour Formwork to Flat fair finished surfaces of concrete of 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 complete all as specified and directed by Engineer-in-Charge.

Material and labour Formwork to Flat fair finished surfaces of Walls, retaining walls vertical or batter complete all as specified and directed by Engineer-in-Charge.

Supply and fixing TMT bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by Engineer-in-Charge.

Removing excavated material n exc. 50m and filling in including, spreading, levelling, watering and well ramming in layers not exc 25cm complete all as specified and directed by Engineer-in-Charge.

Supply and fixing PVC pipe 110mm bore for wheep holes of any length complete all as specified and directed by Engineer-in-Charge.

Material and labour for boulder filling as in back fill of retaining wall raising or lowering at a required level complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.

Providing pre cast cement concrete in landing cover slab for manholes 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) finished even smooth complete all as specified and directed by Engineer-in-Charge.

TMT Mild steel bars 8 to 10 mm dia , cut to length , bent to shape required including cranking, bending spirally for hopping to columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge.

Faith Builders (BID ID -3149201)

Auto India (BID ID -3147360)

BUILDEX CONSTRUCTION CO (BID ID -3148690)

M/S DUGGAL CONSTRUCTION CO (BID ID -3148763)

m/S Varun Gupta (BID ID -3146292)

kay gee construction co (BID ID -3154138)

JCC ENGINEERS PRIVATE LIMITED (BID ID -3149043)