Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC FLAT NO 02 RUTUPARNA APARTMENT PLOT NO 36 S NO 324 2A NEAR G D SAWANT COLLEGE PATHARDI NASIK 422 010 | NASHIK | MAHARASHTRA | 422010 | L1 | Accepted-AOC SINCE L1 | |
| 2 | L2₹5.9 L+₹8,291 (1.42%)Rejected-Finance | L2 | Rejected-Finance SINCE NOT L1 | |
| 3 | L3₹6.3 L+₹46,799 (7.99%)Rejected-Finance ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | L3 | Rejected-Finance SINCE NOT L1 | |
| 4 | L4₹6.6 L+₹72,868 (12.4%)Rejected-Finance | L4 | Rejected-Finance SINCE NOT L1 | |
| 5 | L5₹6.8 L+₹98,348.50 (16.8%)Rejected-Finance | L5 | Rejected-Finance SINCE NOT L1 |
Tender Value
Refer Docs
EMD Value
₹15,200
Closing Date
19 Jun 2021, 6:00 pmClosed
GE DEOLALI
GE DEOLALI, 422401
PROVN OF TWO WHEELER PARKING SHED AND HARDSTANDING WITH INTERLOCKING TILES, SPECIAL REPAIRS TO EXISTING MAIN GATE AND EXISTING RIGID PAVEMENT INTERNAL PCC ROAD IN KV NO.01 SCHOOL UNDER THE AOR OF GE DEOLALI
2021_MES_445388_1
8977/E8
Open Tender
Civil Works
Item Rate
120 days
GE DEOLALI
CLASS E cat a i
8 documents required · 8 mandatory
₹500
Yes
GE DEOLALI
₹15,200
Yes
31 Jul 2021
24 May 2021
21 Jun 2021
24 May 2021
19 Jun 2021
7 Jun 2021
Amount
Demolition of reinforced cement concrete in Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work
Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in soft/loose soil
Demoliton of Cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for etc complete all as specified and directed by Engineer-In-Charge
Excavating in post holes (or similar holes) in soft/loose soil each n 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 etc complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed.
M&L for hard core of gauge n exc 63mm, broken stone boulders deposited spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface broken stone or boulders.
M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base to floor.
S&F mild steel 5 to 10mm dia screw bolts machine made with hexagonal or square nuts at one side and screwed the other each screwed end fitted with washers and one hexagonal or square nut e exc 5cm long etc complete all as specified and directed.
S&F 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 etc complete all as specified and directed.
S&L machine pressed precast concrete interlocking paver block rubber moulded, any shape and size confirming ti IS-15658-2006 of 60mm thickness grey cement and with pigment , M-35 grade complete all as specified and directed.
M&L for 30mm thick sand bedding layer for concrete paver tiles laid to true line, level watered and mechanically compacted etc complete all as specified and directed.
M&L for providing cement concrete Type B0 1:2:4 using (12.50mm 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 for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed
Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for and fixed in any position etc complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. nexc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil etc complete all as specified and directed.
All as per item no above but in hard/dense soil
Returning, filling in, with available soil including spreading, levelling, watering and well ramming in layers not exc 25 cm etc complete all as specified and directed.
Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point etc complete all as specified and directed.
M& L for Stone masonry Walling of random rubble, uncoursed, will bonded & bedded and solidy hearted built in CM 1:4
M&L for plain cement concrete 1:5:10 type E-2 (using 40mm graded stone aggregate) as in in foundations, filling and mass etc complete all as specified and directed.
M&L for RCC type B1 1:2:4 using (20mm graded stone aggregate) in Foundations, including 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 type B1 1:2:4 using (20mm graded stone aggregate) as in Columns, pillars, piers, posts and struts
Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished surfaces of concrete etc. etc complete all as specified and directed.
Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions, square, circular rectangular on plan or polygonal in shape rough finished surfaces of concrete etc. complete all as specified and directed.
M&L for Mild steel bars 10mm dia and over TMT bars, 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 etc complete all as directed
All as per item no above but but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders
M&L for mild steel of grade Fe 410-W(Gde-E- 250)quality-A for framed work as gates of angle or other section with gusset plates 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 , hinges or steel hanging door fittings, rollers etc (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing etc complete all as specified and directed.
M&L for 15mm thick rendering in CM 1:4 on concrete surfaces finished even and fair sponge faced finish etc complete all as specified and directed.
M&L for 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like with and including 15mm thick bedding in cement mortar (1:6) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite etc complete all as specified and directed.
M&L for Glazed ceramic coloured tiles in vertical surface 350x 250x 7mm / 450X 350X 7mm thick including 10mm thick cement mortor 1:4 backing coat, set and jointed in neat cement slurry and pointed in white or colour cement to match complete all as specified and directed.
M&L for preparation of steel surfaces exc 10cm width or girth and applying two coat of synthethic enamel paint over a coat red oxide primer of approved tint etc complete all as specified and directed.
S&F for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed.
S&F Mild steel bolts diameter of neck exc 12mm but n. exc 20mm. purpose made. with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. Exc 30cm long
S&F Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410-W (Gde-E- 250) quality- A
M & L for writing letter or figures (Block, Roman, Italic or Indian) n exec 30 cm high all as specified and directed.
M&L for writing stops, commas, short lines, dashes, hyphens, brackets etc
M&L for Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre (design mix) in field using min 400 kg of cement per cubic metre, thickness of concrete 25 cm or less etc all as specified and directed by Engineer-in-Charge. Note: No price adjustment for extra cement will be adjusted done.
M&Lfor providing broom finished surface of concrete pavement white concrete is green all as specified.
M&L for Forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound grade B etc all as specified and directed by Engineer-in-charge.
M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade 'B' all as specified and directed by Engineer-in-charge.
Labour only for applying hardner 2.5 kg per sqm while concrete is green and surfaces to be floated with tremix skin float and finally trowelled with mechanical troweller to achieve the smooth surface all as specified and directed by Engineer-in-charge
S&F Pre- painted galvalume aluminum zinc coating GI based Plane 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 etc complete all as specified and directed.
Supply only non metallic monolithic surface hardening compound NITOFLOR hard top STD of M/s Fosroc chemical
Note: Amount of sch of credit of Rs.10,800/-will be deducted from total amount of BOQ.
M/S R.K.S. CONSTRUCTION
Alpha Construction
J Sams Contructions
JEET CONSTRUCTIONS CO.
M/s. JBSR ENTERPRISES.
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .