GE 861 EWS-78/2024-25

Amount

Demolition of cement concrete in ground floors and pavings n.exe 15 cm thick below or above GL complete all as specified and directed by Engineer-in-Charge.

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

Taking down cement plaster on brick or concrete surfaces including raking out joints, hacking for key scrubbing down with water etc. complete all as specified and directed by Engineer-in-Charge.

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

M&L for 15mm thick rendering on other than fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:2:4 type B-1, (using 20mm graded crushed stone aggregate) as in grouting of angle posts, pillars, coping, plinth courses, parapets and railings etc including necessary form work complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:2:4 type B-2, (using 40mm graded aggregate) as in surface channel and drains complete all as specified and directed by Engineer-in-Charge.

M&L for pre-cast cement concrete (reinforced ) slab type B-1, 1:2:4 using 20mm graded crushed stone aggregate as in manholes cover slabs set in cement mortar 1: 4 including necessary form work complete all as specified and directed by Engineer-in-Charge.

M&L for precast cement concrete, type B0 1:2:4 (using 12.5 mm graded crushed stone aggregate) as in louvers and jallies, 40 mm thick (measured solid) including pre-cast pillars of size 125 mm x15 mm in section all moulding , complete set in cement mortar (1:4) on wall etc. complete all as specified and directed by Engineer-in-Charge.

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

S&F in repairs for galvanised, 2 strand, steel barbed wire, 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails and straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire complete all as specified and directed by Engineer-in-Charge.

M&L for 75mm thick PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in sub base for receiving floor finishes etc. complete all as specified and directed by Engineer-in-Charge.

M&L for chequered cement concrete tiles glossy finished 30cm x30cmx25mm thick with grey cement and pigment, set, jointed and pointed in neat cement slurry in floors laid over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for 100 mm thick PCC (1:2:4) type B2 (using 40 mm graded crushed stone aggregate) as in hard standing floor finishes etc. laid in alternate panels complete all as specified and directed by Engineer-in-Charge.

M&L for coloured machine pressed precast concrete interlocking paver blocks any shape and size confirming to IS 15656 -2006 of 60 mm thick M-35 with grey cement and pigment complete all as specified and directed by Engineer-in-Charge.

-Ditto- All as per the description of item no 15 above but except tiles including dismantling of old tiles and refixing the same complete all as specified and directed by Engineer-in-Charge.

M&L for sand filling (sand cushioning to inter locking paver blocks) under floors or foundations, complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new surfaces of steel over 10cm in width or girth and applying two coats of synthetic enamel paint over coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.

M&L for preparing new plastered or unplastered surfaces of walls and applying two coats of Cement base paint on walls over a coat of alkali?resistant priming paint complete all as specified and directed by Engineer-in-Charge.

M&L for preparing old plastered or unplastered surfaces of walls and applying two coats of Cement base paint on walls complete all as specified and directed by Engineer-in-Charge.

Demolition of brick or stone masonry built in cement mortar including all necessary arches, quoins, pillars etc but excluding ashlar facings, dressed stone work and precast concrete artilces complete all as specified and directed by Engineer-in-Charge.

Demolition of reinforced cement concrete of any description (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-Charge.

M&L for squared rubble stone masonry walling, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

-Ditto- all as per the description of item No 23 here-in- above but except stones complete all as specified and directed by Engineer-in-Charge.

M&L for flush pointing to squared rubble masonry in CM 1:3 complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub class ‘B’ brick straight or curved on plan exceeding 6m mean radius in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

-Ditto- all as per the description of item No 26 here-in- above but but except bricks complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15 mm thick in cement mortar 1:6 for finishing on brick or concrete surfaces finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for RCC (1:2:4) Nominal mix type B1 (using 20 mm graded crushed stone aggregate ) as in beams, cantilevers bressumers lintels over 1.5 span, beams supported on walls etc. complete all as specified and directed by Engineer-in-Charge.

M&L for RCC (1:2:4) Nominal mix type B1 (using 20 mm graded crushed stone aggregate ) as in slab supported on walls, beams and column in floors, roof landings, balconies, canopies, deck slabs, culverts supported on walls etc. complete all as specified and directed by Engineer-in-Charge.

M&L for form work to sides of RCC/PCC beam/band in wall and similar work complete all as specified and directed by Engineer-in-Charge.

M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work not exceeding 200mm thick complete all as specified and directed by Engineer-in-Charge.

M&L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia, cut to length, bent to shape required as in stirrups , spacer and binders etc. complete all as specified and directed by Engineer-in-Charge.

Dismantling structural steel work including doors, gates etc complete all as specified and directed by Engineer-in-Charge.

S&F angle iron for posts, struts in fencing including cutting tops, to shape as required, drilling holes, notching for wire, including welding etc, confirming to Fe-290 Gde, E-165 complete all as specified and directed by Engineer-in-Charge.

S&F mild steel framed work such as grills, gratings etc, with ends of bars, shouldered, riveted, framed guard bars, confirming to Fe 290 Gde-E-165 complete all as specified and directed by Engineer-in-Charge.

S&F mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc, complete including drilling for fixing of steel sheeting, hanging, fastening and fixing complete all as specified and directed by Engineer-in-Charge.

M&L for preparing new plastered surfaces of walls and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over a coat of alkali resistant priming paint complete all as specified and directed by Engineer-in-Charge.

S&F in repairs/ replacement for CONSEC-ZAL super razar punched Barb tape (SRPBT) alluminium base helix coil with and incl necessafixing clips for securing complete all as specified as directed with following specification - (i) Dia of coil (unstretched) - 610 mm (ii) No of circles - 51 turns per coil (iii) weight of each coil with hessian pack - 8.50kg (+ 0.5). (iv) coverage per coil - 6 RM .(v) central core wire - made from 2.50 mm dia H.T.S.S wire as per IS-4454 galvanised as per IS-2629 (vi) Razor punched strip :- Razor punched tape is CONSEC-ZAL steel comprising of alluminium base with Zinc alloy @ 150gm/m2 conforming to ASTM A-792/A-792M with additional primer treatment of epoxy/polyurethane & final paint top coat caulified green shade (BSL 139) by Hot dipping process complete all as specified and as directed.

S&F in repairs/ replacement pre-painted galvalume aluminium zinc coating Gi based corrugated steel sheet 0.5mm thik of an colour having tensile strenght of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.

FIRDOUS AHMAD BABA (BID ID -3230366)

BHAT CONSTRUCTIONS AND BUILFERS (BID ID -3229588)

M/S Hilal Builders (BID ID -3230119)

M/s A B CONSTRUCTION (BID ID -3236077)

M/S BASHIR AND SONS (BID ID -3227312)

M/S GASSI BROTHERS (BID ID -3229887)