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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-AOC HOUSE NO 04 NEW SARASWATI VIHAR NEAR PAWAN VIHAR PHASE 6 OVER HEAD TANK BAREILLY 243006 UP | BAREILLY | BAREILLY | UP | 243006 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹22.0 L+₹4.2 L (23.8%)Rejected-Finance WARD NO 5 THIRIYA NIZAWAT KHAN BAREILLY 243123 UP | BAREILLY | BAREILLY | UTTAR PRADESH | 243123 | L2 | Rejected-Finance Being 2nd Lowest | |
| 3 | L3₹22.9 L+₹5.2 L (29.1%)Rejected-Finance VILL PO PIRUMADARA TEH RAMNAGAR DISTT NAINITAL UK | RAMNAGAR | NAINITAL | UTTARAKHAND | L3 | Rejected-Finance Being 3rd Lowest | |
| 4 | L4₹23.7 L+₹5.9 L (33.5%)Rejected-Finance C 247 1 RAJINDRA NAGAR BAREILLY 243122 UP | BAREILLY | UTTAR PRADESH | 243122 | L4 | Rejected-Finance Being 4th Lowest |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
12 Feb 2022, 6:00 pmClosed
GE EAST BAREI
Garrison Engineer East Military Engineer Services Shahjahanpur Road Bareilly Cantt
CERTAIN MINOR AND REV WORK AT RTS AND DEPOT HEMPUR AND ADN OR ALTN OF EXISTING BARBED WIRE SECURITY FENCING ON PERIMETER WALL OF 606 EME BN BAREILLY UNDER GE (E) BAREILLY
2022_MES_502007_1
8981/E8
Open Tender
Civil Works
Item Rate
122 days
BAREILLY
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Yes
GE EAST BAREILLY
₹50,000
Yes
9 Mar 2022
17 Jan 2022
14 Feb 2022
17 Jan 2022
12 Feb 2022
29 Jan 2022
17 Jan 2022 - 24 Jan 2022
Amount
Surface excavation n.exc.30 cm deep and averaging 15 cm deep and getting out soft/loose soil complete all as specified and directed.
Excavation in trenches n.exc 1.5m deep & n.exc1.5m wide on plan in soft/loose soil and getting out complete all as specified and directed.
Removing excavated material upto a distance 50m and depositing where directed at level n exc 1.5m above starting point complete all as specified and directed.
Returning filling in including spreading leveling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed.
M & L for Hard core of gauge n.exc. 63mm deposited spread and leveled in layers n.exc 15cm thick watered and rammed to a true surface complete all as specified and directed.
M & L for Cement concrete 1:4:8, type D2 (using 40 mm greaded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.
Mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work inclusing attached pillasters, buttresses etc, vertical or to batter for fair finish complete all as specified and as directed.
M & L for RCC 1:2:4, type B0 (using 12.5mm graded aggregate) in walls, retaining walls, basement walls, ballast walls and the like any thickness, above top of footings including attached pilaster and buttresses complete all as specified and as directed.
M&L for 100 mm thick, PCC 1:2:4, type B-2 (using 40mm greaded stone aggregates) as in sub base flooring for receiving of floor finishes etc complete all as specified and directed.
M&L for sand filling under floors or in foundations including watering and consolidation etc complete all as specified and directed.
S&F for 20mm bore tube `Medium grade` galvanised with all new fittings laid in tranches and fixed to wall, celling or laid in floors complete all as specified and directed.
S&F in repairs 20 mm dia bib tap fancy type chromium plated with flange quarter turn complete all as specified as directed.
M & L rendering 15mm thick on fair faces of wall in cement mortar 1:3 mixed with WPC finished even & fair complete all as specified and directed. (Note : Water proofing compound shall be measured and paid separately)
Supply only integral Water proofing compound.
M&L three coat white wash on new plaster surface after necessary preparation of surface complete all as specified and as directed
M&L for screed bed or bedding of Cement mortar 20mm thick in CM 1:4 for laying floor finishes etc complete all as specified and directed.
M&L for machine cut kota stone slab flooring 20-25 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
M&L for roughening the surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc including for brushing neat cement slurry @ 3 Kg per square meter complete all as specified and directed
M&L for 25mm thick PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in sub floors, sub base, floors and pavings, etc complete all as specified and directed.
M&L for Kota stone slab 20-25mm thick in riser of steps, skirting, dedo and pillar laid over cemant screed and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete complete all as specified and directed.
M&L for rendering 10mm thick on fair faces or other than fair faces of brick or stone work or concrete surfaces in CM 1:4 fair and smooth without using extra cement complete all as specified and directed.
M & L for brick work with sub class 'B' bricks in cement mortar 1:6 straight or curved on plan exc. 6.00m mean radius with old size bricks complete all as specified and directed.
M&L P C C 1:2:4, type B2 (using 40 mm graded stone aggrgates) as in foundation filling and mass cooncrete finish even and smooth with spike rolling including all necessary form work complete all as specified and directed.
Excavation in post holes each n.exc 0.5Cum getting out in soft loose soils, returning filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm and removing surplus soil to a distance n.exc 50m and making good surface complete all as specified and directed.
M & L for PCC 1:2:4, type B2(using 40 mm greaded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.
S & F for MS tubular structures as in truss, purline, rafters conforming to Gde St-240 complete all as specified and directed.
S&F for MS plates, MS Flat iron as in cleats, base plates, purline etc of Gde Fe-410-W complete all as specified and directed.
S&F for Pre painted galvalume aluminium zinc coating GI based corroguted steel sheet 0.50mm thick of an colour having tensile strength of 550 mpa as in roof covering/cladding to wall fixed with self tapping screws all as specified and directed.
M&L for two coats of synthetic enamel paint over one coat of red oxide on steel surfaces exc 10cm width or girth incl, preparation on new surface complete all as specified and directed.
S&F for Pre painted galvalume aluminium zinc coating GI based pllain steel sheet 0.50mm thick of an colour having tensile strength of 550mpa as in roof covering eaves board, gutter, valley and in cladding to wall fixed with self tapping screws all as specified and directed
Dismantling of fencing wire, any type complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for of any description complete all as specified and directed.
Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing dressed stone work and precast concrete articles complete all as specified and directed.
Demolition of RCC of any description exc 15 Cm thick above ground floor complete all as specified and directed.
M&L for Fly Ash Brick work with old size briccks having crushing strngth not less than 75kg/sqcm, straight or curved on plan bricks built in cement mortar 1:6 complete all as specified and directed.
M&L RCC 1:2:4 Type B-1 using 20mm stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed.
Formwork to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surfaces complete all as specified and directed.
S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed. (Note:-Each line wire to be measured)
S & F MS angles for Swan neck fencing post or struts including cutting tops to shape, fabricated in Y shape to required size and shape as directed.Drilling holes, notching for barbed wire etc including all necessary, bending, welding, drilling or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed
S & F Concertina coil fencing with required dia of 600 mm, Between Y shape angle iron placed 2.70 Mtr to 3.20 Mtr apart and including necessary fixing G I stapple and G I clips for securing coil to retained horizontal complete all as specified and directed with following specification :- (i) Dia of coil (unstretched) - 600 mm (ii) Number of circles - 50 turns per coil. (iii) Weight of each coil with hessian pack - 10.00 to10.50 Kg (iv) Coverage per coil - 6 RM. (v) Central core wire:- Made from 2.50mm+dia high tensile wire , galvanised as per IS - 2629.Zinc coating 200 to 230 VSM. (vi) Thickness of the tape punched Tape- 0.50mm+ ,
M&L rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and fair complete all as specified and as directed.
M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint (white or tinted) over coat of primer complete all as specified and directed.
RIYASAT ALI KHAN
M/s Naresh Kalia
M/S Gupta Builders
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