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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-AOC PMC 24 528 GROUND FLOOR NEAR PAYYANUR SERVICE CO OP BANK KOTTY BRANCH PAYANNUR KANNUR KERALA 670307 | PAYYANUR | KANNUR | KERALA | 670307 | ₹21.5 L Quoted ₹21.9 L | L1 | Accepted-AOC being L1 |
| 2 | L2₹22.3 LRejected-Finance 3 100 2 KOTIAN CO NH66 KULAI POST SURATHKAL MANGALORE DAKSHINA KANNADA KARNATAKA 575019 | DAKSHINA KANNADA | KARNATAKA | 575019 | ₹22.3 L | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹22.5 LRejected-Finance | ₹22.5 L | L3 | Rejected-Finance not being L1 |
| Sl No | Description | Qty | Unit | Gates Infra Construction Co L1 | KOTIAN -ECC L2 | MUNEER P L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenchesn for soft/disintegrated rock 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. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out all as specified and directed. | 12.15 | Cum | 800 ₹9,720 | 1,000 ₹12,150 | 550 ₹6,682.50 |
| 2.00 | Excavation in post holes in soft/disintegrated rock each n exc 0.50cum getting out,returning in and ramming earth or broken rubble mixed with earth around in layer not exc 25 cm watering and removing surplus soil to a distance n exc 50m and making good surface all as specified and directed. | 60 | Each | 500 ₹30,000 | 350 ₹21,000 | 550 ₹33,000 |
| 3.00 | M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in fdn /mass concrete for wall and post struts all as specified and directed. | 2.02 | Cum | 5,500 ₹11,137.50 | 6,000 ₹12,150 | 6,000 ₹12,150 |
| 4.00 | Returing filling in incl spreading levelling watering in layers n.exc 25 cm all as specified and directed. | 10.12 | Cum | 150 ₹1,518.75 | 210 ₹2,126.25 | 135 ₹1,366.88 |
| 5.00 | Removing excavated material (soil, soft/disintegrated rock) to a deistance exc 250 cum and n.exc 500 m and deposited where directed at a level n.exc 1.5m above the starting point all as specified and directed. | 37.12 | Cum | 450 ₹16,706.25 | 200 ₹7,425 | 250 ₹9,281.25 |
| 6.00 | M&L Mild steel TMT 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 with clips complete all as specified and directed. | 400 | Kg | 95 ₹38,000 | 95 ₹38,000 | 95 ₹38,000 |
| 7.00 | M&L Mild steel TMT bars 5mm dia and over up to and including 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 as in stirrups , spaces and binders | 180 | Kg | 95 ₹17,100 | 95 ₹17,100 | 96 ₹17,280 |
| 8.00 | M&L RCC M-30 design mix concrete using 20mm graded aggregate for coloumns,Pillars,Posts etc all as specified and as directed | 1.3 | Cum | 8,000 ₹10,400 | 10,000 ₹13,000 | 8,500 ₹11,050 |
| 9.00 | M&L RCC M-30 design mix using 20mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. | 2.8 | Cum | 8,000 ₹22,400 | 9,000 ₹25,200 | 8,800 ₹24,640 |
| 10.00 | 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 for rough finished flat surfaces. | 15 | Sqm | 500 ₹7,500 | 300 ₹4,500 | 360 ₹5,400 |
Tender Value
₹24.1 L
EMD Value
₹48,200
Closing Date
18 Dec 2025, 6:00 pmClosed
AGE (I) Mangalore
AGE (I) Mangalore, CGRA Complex, Kunjathbail, Mangalore - 575015
PROVISION OF STAIRCASE AND OTHER MISC WORKS IN BUILDING NO. P-43 TO P-57 OF CGRA KANKANADY, NEW MANGALORE
2025_MES_741627_1
8030/25-26/E8
Open Tender
Civil Works
270 days
Mangalore
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
AGE (I) Mangalore
₹48,200
Yes
11 Mar 2026
26 Nov 2025
25 Dec 2025
27 Nov 2025
18 Dec 2025
11 Dec 2025
Amount
Excavating in trenchesn for soft/disintegrated rock 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. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out all as specified and directed.
Excavation in post holes in soft/disintegrated rock each n exc 0.50cum getting out,returning in and ramming earth or broken rubble mixed with earth around in layer not exc 25 cm watering and removing surplus soil to a distance n exc 50m and making good surface all as specified and directed.
M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in fdn /mass concrete for wall and post struts all as specified and directed.
Returing filling in incl spreading levelling watering in layers n.exc 25 cm all as specified and directed.
Removing excavated material (soil, soft/disintegrated rock) to a deistance exc 250 cum and n.exc 500 m and deposited where directed at a level n.exc 1.5m above the starting point all as specified and directed.
M&L Mild steel TMT 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 with clips complete all as specified and directed.
M&L Mild steel TMT bars 5mm dia and over up to and including 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 as in stirrups , spaces and binders
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 Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete.
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 for rough finished flat surfaces.
Use and waste of form work to sides of pillars,posts, struts, piers, coloumns and stanchions including for fair finished surfaces
M & L Fe 410W (Gde E-250) quality A, Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) all as specified and directed
S&F Fe 410W (Gde E-250) quality A for Roof truses (framed), trussed, purlins, crane grantries, rails and fasternings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, clests etc all as specified and directed.
S&F Fe 410W (Gde E-250) quality A for 6mm thick mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted,bolted or welded attachment to bottom of GI pipe complete all as specified and as directed conforming to Fe-410W
M & L Fe 410W (Gde E-250) quality A Stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. complete all as specified and directed
M&L for two coats of synthetic enamel paint over a coat of red oxide on new steel surfaces of any description, not otherwise described over 10cm width or grith after preparation complete.
S&F for Pre painted galvalume aluminium zinc coating Gi based coorugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws as specified.
S&F for Pre painted galvalume aluminium zinc coating Gi based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws as specified.
M & L for 100mm thick cement concrete typeD2 1:4:8 (40mm graged aggregate) as sub base ect all as specified and directed.
Demolition of cement concrete in ground floors and paving n exc 15cm thickness (below or above ground level) including plinth protection all as specified and directed.
M&L 100mm thick PCC 1:3:6 Mix type C2 as in plinth protection and in path surface to be finished evev and smooth without using extra cement complete all as specified and as directed.
M& L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey pigment cement and pigments, with and including 20 mm thick cement screed in CM 1:4 all as specified and directed
M & L for preparing old treated wooden surface of any description over 10cm width or girth and applying one coat of Synthetic enamal paint all as specified and directed
M & L for preparing old treated steel surface of any description over 10cm width or girth and applying one coat of Synthetic enamal paint all as specified and directed
Hacking out old broken glass (any thickness, size quality or description) from wooden frames glazed with putty or fixed with beads complete all as specified and as directed.
S&F 4mm thick sheet glass , ordinary quality and glazing with oil putty in sqm n exc .5 sqm in each pane complete all as specified & directed.
M&L for dressed laterite stone masonry, well bonded, bedded and solidly hearted built in CM 1:6 all as specified and directed
M&L Rendering 15mm thick in CM 1:4 on fair faces of stone masonry finished even and smooth without using extra cement all as specified and directed.
M&L Preparation of new plaster surfaces and applying two coats of cement based paint over a coat of primer all as specified and directed
KOTIAN -ECC (BID ID -3501351)
MUNEER P (BID ID -3500464)
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