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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAccepted-AOC | L1 | Accepted-AOC Being lowest bidder | |
| 2 | L2₹27.0 L+₹2.5 L (10.2%)Rejected-Finance | L2 | Rejected-Finance Not become lowest bidder | |
| 3 | L3₹27.4 L+₹2.9 L (11.8%)Rejected-Finance A 63 ELDECO COUNTY PHASE II RAJGARH JHANSI U P 284135 | JHANSI | JHANSI | UTTAR PRADESH | 284135 | L3 | Rejected-Finance Not become lowest bidder | |
| 4 | L4₹27.8 L+₹3.3 L (13.5%)Rejected-Finance VIJAY NAGAR KUMHARTOLI HANSARI INFRONT OF JIGYASA INTER COLLEGE JHANSI | JHANSI | UTTAR PRADESH | 284001 | L4 | Rejected-Finance Not become lowest bidder | |
| 5 | L5₹30.4 L+₹5.9 L (24.3%)Rejected-Finance WARD NO 4 NEAR MASZID BHATTAGAON DISTT JHANSI 284001 UTTAR PRADESH | JHANSI | UTTAR PRADESH | 284001 | L5 | Rejected-Finance Not become lowest bidder |
Tender Value
Refer Docs
EMD Value
₹71,640
Closing Date
27 Jan 2021, 6:00 pmClosed
Major Deepak Kumar
Garrison Engineer Jhansi
PROVN OF WEAPONS RACK WITH DEFICIENT FACILITIES, PROVN OF LRVS SHED, PROVN OF BOUNDARY PILLARS NEAR HANSARI AT CALEB VIHAR AND CERTAIN MINOR WORKS UNDER AGE B/R II OF GE JHANSI
2020_MES_408571_1
GE/JHA/TOK/63 OF 2020-21
Open Tender
Civil Works
Item Rate
180 days
GE Jhansi
Please refer tender documents
6 documents required · 6 mandatory
₹500
Yes
GE Jhansi
₹71,640
Yes
19 Feb 2021
31 Dec 2020
30 Jan 2021
31 Dec 2020
27 Jan 2021
14 Jan 2021
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil.
Excavation in post holes (or similar holes) each not exc 0.5 cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard dense soil, complete all as specified and directed.
Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth for foundation, etc or for the shafts, well, cesspits, manholes, pier holes, etc n exc 10 Sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soft/loose soil
Removing of excavated materials to a distance not exceeding 50 M and deposing where directed at a level not exceeding 1.5 M above the starting point
Spreading and leveling of soft/loose soil in floor in layers n exc. 25 cm thick including well ramming watering as required.
M&L for cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed
M&L for RCC 1:1.5:3 type A1 (using 20mm graded stone aggregate) as in foundations, incl rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed.
M&L for RCC 1:1.5:3 type A1 (using 20 mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed, complete all as specified and directed.
Material and labour for Providing precast RCC (1:1.5:3) Type A1 (using 20mm graded stone aggregate) as in precast post and boundary pillars with plain fair faces, including chamfers, weathering, throating etc. and setting in cement mortar (1:4) complete with joints to match all as specified and directed by Engr-in-charge. (Note:- Reinforcement shall be measured and paid separately)
M&L Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement Mortar 1:6. all as specified and directed.
M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed.
M&L for mild steel TMT bars 6mm to 8mm dia cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips, as in stirrups, specers and binders complete all as specified and directed.
S&F of Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, Fe-410-W(Gde-E-250) quality-B, complete all as specified and directed.
M&L for mild steel work as in wind ties for roof including securing bolts necessary drilling, bolting etc, complete all as specified and directed.
M&L for MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment incl fabrication, Fe-410-W (Gde-E-250) quality-B, complete all as specified and directed.
S&F MS angle iron posts and struts in fencing, steel gate frame including handmade hinges etc. including cutting top to shape as directed drilling holes welding and notching for wire etc and flat iron fillets for securing wire mesh including bedding or riveting etc conforming to Fe-290 Gde E-165, complete all as specified and directed.
M&L for galvanised iron, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75.0 mm 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 (each line wire to be measured), complete all as specified and directed.
S&F mild steel screw bolts ( machine made) with hexagonal heads at one end and screwed the other or screwed both ends each screwed end to be fitted with washer and one hexagonal or square nut not exc 5cm and dia of shank 11 to 15mm complete all as specified and directed.
M&L for pre-painted 0.50mm thick Gavalume Aluminium Zinc coating GI based corrugated / semi corrugated / trapezoidal steel sheet of any colour having tensile strength 550 MPa and AZ 70 grade as in roof covering/cladding to walls, fixed with self tapping screws, complete all as specified and directed. Make : Jindal / Tata / Everest
M&L for pre-painted 0.50mm thick Gavalume Aluminium Zinc coating GI based plain steel sheet of any colour having tensile strength 550 MPa and AZ 150 grade as in roof covering/cladding to walls, fixed with self tapping screws, complete all as specified and directed. Make : Jindal / Tata / Everest
M&L for 75mm thick cement concrete (1:3:6) type C-2 using 40mm graded stone agg finished even & smooth without using extra cement as in plinth protection including forming joint to full depth of 3 mm thick at every 3.0 m interval complete all as specified and directed.
M&L for 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base, complete all as specified and directed.
M&L for factory made PU coated, machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with coloured pigment, made of PVC moulded (or rubber mould) with vibrating system laid over 50 mm thick sand cushion, with and incl CM (1:3) in edges of pavers, complete all as specified and directed. Note : The cost of sand cushion is included in quoted rate
M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in copings etc, complete all as directed.
M&L for 25mm thick cement concrete type B-0, 1:2:4 (using 12.5mm graded crushed stone aggregates) as in flooring, finished the surface even and fair , complete all as specified and directed.
Machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shed of the wall including rubbing and polishing and including 15 mm thick screed bed in CM (1: 6) complete all specified and directedcomplete.
All as per item No 27.00 above but in skirting, dado, steps, including 10 mm thick screed bed in CM (1: 4) complete all specified and directed.
M&L for 18 to 20mm thick granite (of any type) machine cut, bedded and jointed with grey cement slurry and pointed with white cement and pigment to match the shade of granite including grinding and polishing complete in skirting over and including backing coat in 10 mm thick cement mortar (1:4), complete all as specified.
M&L for chequered coloured cement concrete tiles 300mmx300mm x25mm thick, machine pressed (rubber mould type) confirming to IS 13801 ; set jointed and pointed in neat cement slurry in floors laid on and incl 20mm thick in CM (1:6) bedding layers and jointed & pointed with grey cement and no pigment complete all as specified and directed.
M&L for rendering 15mm thick in CM (1:6) on fair faces of brick work/concrete surfaces, finished even & smooth (without using extra cement), complete all as specified and directed.
M&L Rendering in two layer on fair faces of brick work or concrete surfaces of wall 15 mm thick in CM 1:4 finished even and smooth without using extra cement.
Material and labour for preparation of newly plastered surface and applying three coat of white wash complete all as specified and directed by Engr-in-charge.
Preparing newly plastered surfaces of ceilings and applying three coats of white wash complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over and incl one coat of red oxide primer with and incl preparation of new surface of steel not exc 10 cm in width or girth, complete all as specified and directed.
M&L for fixing the wooden rack arm singles & double for 10 rifle as per the drg. No. CEBZ/TD/35/2011, all as specified and directed.
M/s P L Dixit
ROHIT ENTERPRISES
ARTISTIC BUILD CO
M/s JS Constructions
M/S AADI TRADERS
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