PROVN OF IRON GATE WITH FENCE IN FRONT OF SHED NO2 NEAR RLY TK AND HS FOR STACKING OF WOODEN,STEEL AND PLASTIC SCRAP FOR ENTIRE GD IN RE AA OF B SUB DEPOT AT 29 FAD,SPL REPAIR TO ROOF TREAT OF COMN COMP BLDG AND PROVN OF 15 X DESERT COOLER FOR HQ 787

Amount

Job No : SHQ/DEHU/LBW/2025-26/03 Excavating in post holes in Soft/loose soil (or similar holes) each n exc 0.5cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n exc 25cm, watering and removing surplus soil to a distance n exc 50m and making good surface

M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate ) as in foundation concrete for posts Complete all as specified and directed.

S&F Mild steel works or other steel sections or core for wooden hand -rails angle iron fencing post and struts 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-410-0 or Fe 310-0 anyu size. Complete all as specified and directed.

M & L Framed work as in doors or gates of angle or other section, hollow section with gusset plates, rail, braces, etcof Fe 290 Gde E 165 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 complete.complete all as specified and directed by Engineer-in-Charge.

S&F MS 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 exc. 5 cm but not exc 10 cm long 11 to 15mm dia of shank. Complete all as specified and directed.

Supply only chain link MS galvanised fencing 100x100 mm (2 mm Thick) incl line wire of any size & description and any type of strands, rails, straining bolts etc incle provn of binding wire Complete all as specified and directed.

Fixing only chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc incl provn of binding wire Complete all as specified and directed.

M&L for round bars 10mm dia and over cut to length bent to shape required incl cranking, bending spirally for hoping for columns, hooking ends and binding with and incl MS Wire (annealed) not less than 0.9mm dia or securing with clips. Complete all as specified and directed.

S & F GI two strand, steel barbed wire 2.24mm dia, narbed with 2mm dia barbs @ 75mm spacing and straining and fixing to any type of standard rail, straining bolts, inlc securing or tying at crossing with and provn of galvanised mild steel wire staples or steel pins etc. including taking down existing barbed wire wherever exist(Each line of wire to be measured.) complete all as specified and directed by Engineer-in-Charge

M&L Cement concrete 1:4:8 (40mm graded stone aggregate) as in foundation, filling and mass concrete, complete all as specified and as directed by Engr-in-charge.

M & L for Reinforced cement concrete (nominal mix) in Type B1 1:2:4 (20 mm graded aggregate) footings, all as specified

M & L for Reinforced cement concrete (nominal mix) in Type B1 1:2:4 (20 mm graded aggregate) Columns, pillars, piers, posts and struts all as specified and as directed,

M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions fair finished flat surface all as specified and as directed

M & L for Formwork to sides of sides of concrete foundations, footings fair finished flat surface all as specified and as directed

M & L for Rendering 10 mm thick in cement mortar 1:4 finished even & smooth without using extra cement as directed by Engineer-in-charge

Material & labour for two coats of synthetic enamelled paint over a coat of red oxide zink crome on new steel surfaces exc 10cm width or girth including preparation of surfaces.complete all as specified and directed by Engr in Charge.

M&L for preparation of surfaces of new plaster surface of concrete surfaces and applying two coat of cement base paint on one coat of primer complete all as specified and directed.

M & L for Excavating over areas nexc 1.5m deep and getting out soft/loose soil all as specified and as directed.

M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and as directed.

M&L consolidated thk Hard core of gauge n exc 63mm thick of broken boulder spread leveling watering ramming to true surface complete all as specified and directed by Engr-in-Charge

M & L for 100mm thk PCC 1:4:8 type D2 (40mm graded aggregate) as in subbase all as specified.

M&L for ready mix Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre(Design mix), thickness of concrete all as specified and as directed by Engr-in Charge.

M & L for Finishing surfaces of concrete roads, pavments, Hardstanding by brooming all as specified and as directed by Engr-in Charge.

Forming 12 mm thick expansion joints for 100 mm thickness of concrete bed filled with preformed joints filled with preformed bituminuous filler and top 30 mm primed and sealed with sealing compound , Grade 'A'

M & L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade A all as specified and directed.

M&L for PCC type B1(1:2:4, using 20mm graded stone aggregate) as in edging/surfaces all as specified and directed.

Removal of surplus soil to a distance beyond 50 mtr but n exc. 250 mtr & depositing where directed at a level n exc. 1.5 M above starting point all as specified and directed by Engr-in Charge.

Returning filling in including speading ,leveling ,watering , and well ramming,in layer complete all as specified and directed by engr-in-charge.

Job No : SHQ/DEHU/BLDG/2025-26/01 M & L for Rendering 10 mm thick in cement mortar 1:4 using water proofing compound @ 3% of weight of cement on RCC roof slab, finished even & smooth without using extra cement as directed by Engineer-in-charge

M&L for 40 mm thick cement conceret 1:2:4 type B-1, (20mm graded aggregate) as in surface channel & floor finish .complete all as specified and as directed.

Providing and laying of water proofing treatment to RCC roof slab incl taking out old water proofing treatment of any description as specified below and as directed by Engineer-in-Charge (a) The roof surface shall be thoroughly wire brushed, washed, dried up & cleaned to remove all foreign materials & dust to receive primer. (b) On the dried roof surface, apply one coat of bituminous primer @ 100 Gm/ Sqm as per manufacturers instruction. (c) On this primed surface, the approved APP modified bituminous membrane with non woven polyester mat asreinforcement weighing not less than 3.5 Kg/ Sqm laid by torch application metho and top surface shall be applied with bituminous aluminium paint. (d) The overlap while torching shall be 75mm on longitudinal direction & 100mm on transverse direction. Note:-Obtain material throw out low laying Area

Providing cement concrete type B0 (12.5 mm graded aggregate) 1:2:4 in roof kerbs or mud stops, copings rounded or chamfered on edges all as specified

Demolition of cement concrete in ground floor & paving n.exc 15 cm thick etc.,complete all as specified.

Disconnecting existing tanks, exc any size setting aside (or lowering if required), cleaning and removing all scale and dirt, etc. from tanks and from mouths of circulating pipes, etc. and hoisting, required reconnecting and re-fixing in position.

Removing building materials etc. (other than spoil payable under items 03028 to 03031 in section-3 Earthwork) to distance of 100 m or under beyond the lead includes in the rates, incl loading, unloading and stacking at the destination beyond MoD land

Job No : SHQ/DEHU/MINOR/25-26/02/Q3 Supply and fix desert cooler electric driven (single phase) having nominal air flow capacity of 5000 CuM per hour not less than 50 litre water storage capacity (or nearest size). Plastic / PVC body. Make : Bajaj / Voltas / Symphony

DR J S CHADHA AND SONS (BID ID -3484689)

M/S B.A. GAIKWAD (BID ID -3480184)

S Y Itkar Construction and Company (BID ID -3485062)

KARPE AND SONS CONSTRUCTION (BID ID -3484990)

HAWK ENTERPRIESE (BID ID -3482209)