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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.4 LAccepted-AOC N A | NEW DELHI | DELHI | 110001 | ₹26.4 L Quoted ₹27.1 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹27.4 L+₹30,808 (1.14%)Rejected-Finance | ₹27.4 L+₹30,808 (1.14%) | L2 | Rejected-Finance HIGHER BIDDER |
| 3 | L3₹27.8 L+₹73,444 (2.71%)Rejected-Finance | ₹27.8 L+₹73,444 (2.71%) | L3 | Rejected-Finance HIGHER BIDDER |
| 4 | L4₹28.9 L+₹1.8 L (6.68%)Rejected-Finance | ₹28.9 L+₹1.8 L (6.68%) | L4 | Rejected-Finance HIGHER BIDDER |
| 5 | L5₹29.6 L+₹2.6 L (9.48%)Rejected-Finance | ₹29.6 L+₹2.6 L (9.48%) | L5 | Rejected-Finance HIGHER BIDDER |
Tender Value
₹31 L
EMD Value
₹62,000
Closing Date
23 Mar 2020, 6:00 pmClosed
SHRI JANAK RAJ EE GARRISON ENGINEER NW
GARRISON ENGINEER (NW) VASCO Opposite KV No.2, School, Shantinagar, Vasco-Da-Gama, Goa-403802.
8276/E8
2020_MES_328731_1
8276/E8
Open Tender
Civil Works
Item Rate
180 days
VASCO
Class D Category a i
8 documents required · 8 mandatory
₹500
Yes
GE NW VASCO
₹62,000
Yes
28 Mar 2020
26 Feb 2020
25 Mar 2020
26 Feb 2020
23 Mar 2020
10 Mar 2020
27 Feb 2020 - 10 Mar 2020
Amount
Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level) including chequered tiles etc complete.
Demolition of brick/ block or laterite stone masonry in cement mortar including coping etc.
Dismantling iron or mild steel work of any description not otherwise provided for
Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings
M & L for Pre- painted galvalume aluminum zinc coating GI based corrugated 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 as specified.
M&L for PCC (1:2:4) type B1 using 20mm graded aggregate, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed
M & L for Pre - cast cement concrete block masonry with solid blocks of Grade C-5.0 ( using 20mm graded stone aggregate) exc. 10 cm in width wall built in cement mortar 1:6 all as specified and as directed.
M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:6 to be finished even and smooth (without using extra cement).
Removal of demolished building materials etc exc 1.00 Km and n.exc 1.50 Km and depositing where directed.
M&L preparing new plastered surfaces of wall and applying three coats of white wash to match with existing surface
M&L PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in fdn, filling and mass concrete
S&F of MS plates (plain or chequered) channels, square cut or notched with revited, bottle or welded attachement etc complete (Fe 410-W(Gde E-250) quality A).
M&L painting to old steel surfaces over of 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of primer etc complete including preparation of surfaces.
M&L for hardcore (broken stone or boulders) of gauge n exc 63mm deposited, spread and levelled in layers n exc 15cm thickness watered and rammed to a true surface
M&L for PCC (1:3:6) type C1 using 20mm graded aggregate as in hard standing 100mm thick with necessary form work etc complete.
M&L for PCC (1:2:4) type B1 using 20mm graded aggregate as finishing coat 20mm thick finished even and smooth without using extra cement etc complete.
Forming construction joints 30mm deep x 10mm wide filled with sealing compound of grade 'B'.
Forming contraction (Dummy) joints 50mm deep x 10mm wide filled with sealing compound of grade 'B'.
Finishing surface of concrete by brooming while concrete is green.
M&L laying sand for cushion bed including spreading levelling in layers n.exc 25 cm thick, watering and consolidations for Paver blocks all as specified and as directed.
M&L for laying rubber moulded machine pressed precast concrete interlocking coloured paver blocks of any shape and size confirming to IS 15658-2006 of 60 mm thickness with gray cement and cement M-35 Grade
Dismantling stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar.
M&L 75mm thick cement concrete 1:3:6 type C1 using 20mm graded stone aggregate, as in plinth protection finished even and smooth without using extra cement.
M&L coloured chequered concrete tiles 22- 25mm thick set and jointed in coloured cement as in floors/pavings with gray cement and no pigment.
Screed bed or bedding layer of cement mortar 1:6, 15mm thick for laying floor tiles.
Dismantling floor, hearth or wall tiling incl cement mortar bedding ( but not backing), removing serviceable tiles to store and rubbish off the premises.
Demolition of existing cement concrete (reinforced) of any type and in any position not otherwise specifically provided for all as directed.
S&F mild steel CRS TMT bars 6mm to 8mm dia, cut to length, bend 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 etc complete.
Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 5cm but n exc 10cm wide for fair finished surface
M&L for precast cement concrete (1:2:4) type B1, using (20mm graded stone aggregate) as in cover slab for manholes, etc set in CM (1:6) including necessary use and waste of formwork complete all as specified and directed.
Dismantling posts or strusts (steel) any section, embedded in concrete, brickwork masnory etc., including taking out embedded portion and making good the disturbed ground complete all as specified and as directed.
Dismantling fencing wire mesh any type
Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc.
Excavating in post holes (or similar holes) each n.exc 0.5 cum, getting out returning filling in and ramming earth or broken rubble mixing with earth around, in layers n.exc 25 cm, watering and removing surplus soil to a distance n.exc 50m and making good surface in soft/disintegrated rock.
Plain cement concrete (1:3:6), type C-2 using 40mm graded stone aggregate as in surface channels and drains complete all as specified and directed.
S&F mild steel work as in posts and struts in fencing including cutting tops to shaps as directed, drilling holes, notching for wire etc, embedded in concrete/mosonry complete duly tar painted and sanded the embedded portion of angle iron including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165all as specified and as directed.
Supply only Chain link fencing of mesh, size 75mm x 75mm and dia of wire not less then 2mm all as specified and as directed by Engineer-in-Charge.
Fixing only Chain link fencing any mesh, size and any type including provision of binding wire all as specified and as directed by Engineer-in-Charge.
S&F GI flat 40 X 6mm as in fillets for securing chain link fencing including cutting, drilling holes etc.
S&F GI round bars of any dia and over cut to length, bent to shape required, including cranking, bending etc all as directed by Engineer-in-Charge at site.
Supply and fix in repairs Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins etc, all as specified and as directed by Engineer- in Charge. Note : Each line of wire will be measured.
Restraining and resecuring including making good staples etc in galvanised barbed wire fencing
M&L Preparing new steel surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of Red oxide, zinc chrome primer complete.
M&L Providing pre cast cement concrete in PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in coping including chamfers, weathering, throating etc and setting in mortar 1:4 complete all as specified and as directed by Engineer- in Charge.
S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc, 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 all as specified and as directed by Engineer-in-Charge..
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete new surface using extra cement, including forms moulds, mitred/stop ends etc.
M &L RCC 1:2:4 , Type B1 (using 20 mm graded agg) Nominal Mix in Columns, pillars, piers, posts and struts
M &L RCC 1:2:4, Type B1 (using 20 mm graded agg) Nominal Mix in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc.; basement slabs, under-reamed piles and mass concrete
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 (and welded to existing reinforcement of any description and any position of RCC structure after binding with mld steel wire annealed n less than 0.9 mm dia s an additional bar complete all directed) (annealed) not less than 0.9mm dia or securing with clips complete all as specified. (also bent to shape required and welded to existing reinforcement of any description and any position of RCC structure
Mild steel TMT bars from 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and including mild steel wire (annealed) (welded to existing reinforcement of any description) not less than 0.9mm dia or securing with clips complete all as specified.(also for providing extra reinforcement to any structural member in any position as a stirrup and binder)
M&L Formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as specified. ( Square fair finish)
M&L form work for side of foundation and plinth bearm and similar work.
M&L Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running railsand guides for sliding doors; fixed with angle cleats or other connecting plates
M/s VEEJEE ENTERPRISES
CVs CONSTRUCTIONS
M/S Kartik Enterprises
Mehta and Co.
Tara Construction
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