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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 CrAccepted-AOC | ₹32.5 Cr | L1 | Accepted-AOC BEING LOWEST |
| 2 | L2₹32.8 CrRejected-Finance | ₹32.8 Cr | L2 | Rejected-Finance NOT BEING L1 |
| 3 | L3₹32.8 CrRejected-Finance 4 195 38 PARAMESHWARA NILAYA MARAKADA KUNJATHBAIL DAKSHINA KANNADA KARNATAKA 575014 UDYAM KR 11 0021217 | DAKSHINA KANNADA | KARNATAKA | 575014 | ₹32.8 Cr | L3 | Rejected-Finance NOT BEING L1 |
| 4 | L4₹33.6 CrRejected-Finance | ₹33.6 Cr | L4 | Rejected-Finance NOT BEING L1 |
| 5 | L5₹33.8 CrRejected-Finance 216 C SIVA COLONY MAYO LINK ROAD AJMER RAJASTHAN 305007 | AJMER | RAJASTHAN | 305007 | ₹33.8 Cr | L5 | Rejected-Finance NOT BEING L1 |
Tender Value
₹35.4 Cr
EMD Value
₹15 L
Closing Date
28 Sept 2021, 6:00 pmClosed
CHIEF ENGINEER CG GOA
HQ CE CG GOA 403806
CONSTRUCTION OF BOUNDARY WALL FOR ICG ACADEMY AT KENJARU VILLAGE MANGALURU
2021_MES_475216_1
82035/E8
Open Tender
Civil Works
540 days
MANGALORE
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹3,000
AGE(I) CG MANGULURU
₹15 L
Yes
10 Jan 2022
14 Sept 2021
30 Sept 2021
14 Sept 2021
28 Sept 2021
21 Sept 2021
Amount
(A) PILE FOUNDATION & PILE CAPS:
M&L Boring for 500mm dia piles to any depth in any type of soil strata/ soft/weather rock by DMC or any other approved method all as specified and as directed including mobilization & demobilisation of piling equipment, making approaches to site etc complete
M&L for Boring for bored cast-in-situ pile 500mm dia through hard rock strata by any suitable method duly supported by drilling fluids or casing pipes including removal of excavated materials outside MD land
M&L RCC M-30 Design mix concrete as per IS456:2000 using 20mm graded aggregate for piles of any length and size including casting and knocking down waste concrete complete all as shown in drgs(RCC shall be measured and paid from cut-off level and rates quoted shall be inclusive of cutting & knocking of RCC waste from cut off level).
M&L for Non destructive integrity test on 500mm dia piles all as per IS-14893-2001 or ASTM std and all as specified and directed including bringing on site all equipment required and removal from site after testing is done
M&L PCC 1:4:8 Type D2 using 40mm graded aggregate as in lean concrete for bottom of beams,pile caps all as shown on drgs & as specified and directed
M&L RCC M-30 Design mix concrete using 20mm graded aggregate as in pile caps all as specified and directed
M&L Mild steel form work to sides of concrete foundations,footings,bases of coloumns,raft and raft beams,sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter
M&L for Initial load testing (vertical load testing ) on 500mm dia pile as per IS2911(Part-IV) -1985 and all as specified and directed including bringing on site all equipment required and removal from site after testing is done
M&L for Lateral load testing on 500mm dia pile as per IS 2911(Part-IV) -1985 and all as specified and directed including bringing on site all equipment required and removal from site after testing is done.
M&L for Pull out testing on 500mm dia pile as per IS2911(Part-IV) -1985 (Part-I Sec 2) and all as specified and directed including bringing on site all equipment required and removal from site after testing is done.
M&L for Routine load testing (Vertical load testing ) on 500mm dia pile as per IS IS 2911(Part-IV) -1985 (Part-I Sec 2) and all as specified and directed including bringing on site all equipment required and removal from site after testing is done
S&F Mild steel TMT-CRS bars 10mm dia & over cut to length ,bent to shape required including cranking, bending spirally for hooping for coloumns,hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing withclips complete all as specified andd as directed
S&F Mild steel TMT-CRS bars 5mm dia and over upto and including 10mm dia, cut to length ,bent to shape required including cranking, bending spirally for hooping for coloumns,hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified andd as directed as in stirrups/ helical , spaces and binders.
Excavation over areas, not exc 1.5 Mtr in deep and getting out for foundation in soft /loose soil all as directed
All as per item No.1.14 above but depth exc 1.5 Mtr and not exc 3.0 Mtr and getting out in soft/loose soil all as directed
Returning , filling in including spreading,levelling,watering and well ramming in layers not exc 25 cm in soft/loose soil complete
Removing excavated material to a distance exc 50 m and not exc 100m and depositing where directed at a level not exc 1.5 mtr above the starting point
(B) BOUNDARY WALL:
M&L mild steel form work to sides of pillars,posts, struts, piers, coloumns and stanchions including for fair finished surfaces
M&L mild steel form work to sides and soffits of floor or roof beam, beam haunchings girders,bressumers,lintels,cantilevers, shelves including supports, overhangs etc also splays between floors and beams
M&L mild steel form work to faces of walls, retaining walls,abutments,parapets and staircase railings and similar work including attached pillasters, buttresses etc vertical or batter
M&L RCC M-30 design mix concrete using 20mm graded aggregate for coloumns,Pillars,Posts etc all as specified and as directed
M&L RCC M-30 design mix using 20mm graded stone aggregate as in beams ,cantilevers, bressumers, lintels over 1.5 mtrs span
M&L RCC M-30 Design mix concrete using 20mm graded stone aggregate as in walls,retaining walls,ballast walls and the like any thickness; above top of footings including attached pillasters and buttresses
S&F Mild steel TMT-CRS bars 10mm dia & over cut to length ,bent to shape required including cranking, bending spirally for hooping for coloumns,hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing withclips complete all as specified and as directed
S&F Mild steel TMT-CRS bars 5mm dia and over up to and including 10mm dia cut to length ,bent to shape required including cranking, bending spirally for hooping for coloumns,hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing withclips complete all as specified andd as directed as in stirrups , spaces and binders
ML for Walling of Laterite stone masonry coarsed, well bonded, bedded with Dressed laterite stone built in CM1:4
M&L for rendering 15mm thick in CM 1:6 on fair faces of stone masonry finished evebn and smooth without using extra cement
S&F PVC (SWR) pipes 110 mm single socketed, in any length with rubber ring joints, laid in to the retaining wall for weep holes.
Excavation in post holes (or similar holes) each n exc 0.5 cum, getting out soft and loose soil, returning, filling in and ramming each or broken rubble mixed with earth around, in layers not exceeding 25cm.
M&L PCC 1:3:6 type C-2 ( using 40mm graded stone aggregate ) as in foundation, mass filling, etc. complete all as spd.
S&F Mild steel Angle iron as in posts and struts in fencing including Flat iron including drilling, bolting or riveting etc for screwing of wire mesh and 5 Nos mild steel TMT bars 10 mm dia and over, cut to length, bent to shapes as required including cranking, bending spirally for hooping for columns, hooking ends, posts and struts in fencing including cutting tops to shape as directed drilling holes notching of wire, etc. and 3 Nos 8mm dia bars hooked at each post (for securing wire mesh etc.) including all necessary drilling, bolting or revieting, welding at corners etc and similar work conforming to Fe-290 Gde E-165 complete all as specified.
Supply only chain link MS galvanised fencing of any size
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards,rails,straining bolts, etc. including provision of binding wire.
S&F Mild Steel screw bolts 12mm dia (machine made) with hexagonal or square heads at one end and screwed the other or screwed the other or screwed both end, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long but n exc 10 cm long complete all as specified.
M&L for preparing surfaces of new steel and iron work of and girth not otherwise described and treating ends of post etc. with tar or coal tar black paint, area tarred exceeding 0.1 sqm but not exceeding 0.5 sqm each complete all as specified.
M&L for preparation of new steel and iron surfaces not exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over pre-primed surfaces complete all as specified.
S&F Galvanised, 2 strand,steel barbed wire 2.24 mm 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 (each line wire to be measured)
S&F mild steel Framed work as in doors or gates of angle or other sections with gusset plates rails etc complete drilled for fixing or steel sheeting or other than covering ,doors etc
M&L for Preparation of new steel surfaces of any description over 10cm girth or width and applying two coats of synthetic enamel paint over a coat of primer all as specified and directed
M&L for Preparation of new plaster surfaces and applying two coats of cement based paint over a coat of primer all as specified and directed
Shaan Enterprises
GOVARDHAN AND COMPANY
sham earth movers and construction company
JAIN BUILDER
SOOD ASSOCIATES PVT LTD
BAVA INFRASTRUCTURE DEVELOPERS PRIVATE LIMITED
Indus Projects Private Limited
Agarwal Jagdish Construction Company Pvt. Ltd.
SRICO PROJECTS PVT LTD
Rabina Enterprises Pvt Ltd
Varindera Constructions Limited
Som Projects Pvt. Ltd.
Saru Enterprises Pvt Ltd
NITYA NAND AND SONS CONTRACTORS PVT LTD
GOPAL TEKNOCON PRIVATE LIMITED
SRR PROJECTS PRIVATE LIMITED
GANGA INFRABUILD PVT LTD
ENGINEER CONSTRUCTION PVT. LTD.
Jampana Construction Private Limited
RVR PROJECTS PRIVATE LIMITED
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