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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹73.6 L+₹24.6 L (50.2%)Admitted-Finance 13 IST FLOOR SREE SAI NAGAR PORUR GARDEN VANAGARAM TIRUVALLUR TAMIL NADU 600095 | CHENNAI | TAMIL NADU | 600095 | L2 | Admitted-Finance | |
| 3 | L3₹80.0 L+₹31.0 L (63.2%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | LAKSHMI MEP INFRAH PVT LTD L2 | AARKAY ENGINEERS L3 | SAKTHI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Stage 1 upto Plinth SURFACE EXCAVATION N.EXC (NOT EXCEEDING) 30 CM DEEP AND AVERAGING 15CM DEEP AND GETTING OUT IN SOFT/LOOSE SOIL. | 78 | SqM | 180 ₹14,040 | 258.5 ₹20,163 | 90 ₹7,020 Lowest |
| 2.00 | 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. N EXC 10 SQ M ON PLAN AND N EXC 1.5 M IN DEPTH FOR PLINTH BEAMS, DWARF WALL , STEPS AND GETTING OUT IN SOFT/LOOSE SOIL. | 2.4 | CUM | 1,728 ₹1,728 | 792 ₹792 Lowest | 840 ₹840 |
| 3.00 | Anti terminate treatment M & L TREATING THE BACKFILL IN CONTACT WITH FOUNDATION AT THE RATE OF 7.5 LITRES OF EMULSION PER SQUARE METRE OF VERTICAL SURFACE (AREA OF THE SUB STRUCTURE IN CONTACT WITH BACKFILL TO BE MEASURED) | 6 | SqM | 19,734 ₹19,734 | 2,310 ₹2,310 Lowest | 5,100 ₹5,100 |
| 4.00 | M & L TREATING THE BOTTOM AND SIDES OF EXCAVATION AT THE RATE OF 5 LITRES OF EMULSION PER SQUARE METRE OF SURFACE AREA | 3 | SqM | 6,861 ₹6,861 | 1,815 ₹1,815 | 240 ₹240 Lowest |
| 5.00 | M & L TREATING THE TOP SURFACE OF FILLED EARTH AT THE RATE OF 5 LITRES OF EMULSION PER SQUARE METRE OF SURFACE | 78 | SqM | 1,78,386 ₹1,78,386 | 64,350 ₹64,350 | 6,240 ₹6,240 Lowest |
| 6.00 | M & L TREATING THE SOIL ALONG WITH EXTERNAL PERIMETER OF BUILDING AT THE RATE OF 2.25 LITRE OF EMULSION PER METRE OF THE PERIMETER WALL | 34 | RM | 14,960 ₹14,960 | 28,050 ₹28,050 | 2,720 ₹2,720 Lowest |
| 7.00 | M& L TREATING THE SOIL UNDER PLINTH PROTECTION AT THE RATE OF 5 LITRES OF EMULSION PER SQUARE METRE OF SURFACE AREA | 30.6 | SqM | 69,982.2 ₹69,982.2 | 25,245 ₹25,245 | 2,448 ₹2,448 Lowest |
| 8.00 | MOORUM/RED BAJRI FILLING IN FLOORS OR PAVINGS, LAID IN LAYERS N EXC. 15CM THICK, SPREAD, LEVELLED AND RAMMED INCLUDING WATERING | 27 | CUM | 11,340 ₹11,340 Lowest | 16,335 ₹16,335 | 35,100 ₹35,100 |
| 10.00 | M & L CEMENT CONCRETE IN FOUNDATIONS, FILLING AND MASS CONCRETE 1:2:4 TYPE B-2 USING 40 MM GRADED AGGREGATE (FOR PLINTH BEAMS/ DWARF WALL) & L CEMENT CONCRETE IN FOUNDATIONS, FILLING AND MASS CONCRETE 1:2:4 TYPE B-2 USING 40 MM GRADED AGGREGATE (FOR PLINTH BEAMS/ DWARF WALL) | 5.8 | CUM | 59,160 ₹59,160 | 63,800 ₹63,800 | 39,353 ₹39,353 Lowest |
| 11.00 | M & L CEMENT CONCRETE IN FOUNDATIONS, FILLING AND MASS CONCRETE 1:4:8 TYPE D-2 USING 40 MM GRADED AGGREGATE (FOR TOE WALL / STEPS) | 0.3 | CUM | 2,520 ₹2,520 | 2,808 ₹2,808 | 1,621.5 ₹1,621.5 Lowest |
Tender Value
₹43.6 L
EMD Value
₹88,000
Closing Date
13 Jan 2026, 2:30 pmClosed
The Chief Mechanical Engineer
Chief Mechanical Engineer, 7th Floor, Centenary Building, No 1,Rajaji SalaiChennai 600 001.
CONSTRUCTION OF NEW FIRE PUMP HOUSE,ERECTION OF NEW PUMPS,LAYING OF SUCTION PIPELINES AND DELIVERY PIPELINES INCLUDING MECHANICAL, ELECTRICAL, ELECTRONICS, CIVIL AND PIPELINE WORKS TO FACILITATE FIRE FIGHTING FACILITIES FOR CRUISE TERMINAL at ChPA
2025_ChPT_890520_1
MEE/36/2025/Dy.CME(W)
Open Tender
Pumps/Motors
Works
Chennai Port Authority
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹88,000
Yes
Chennai
18 Feb 2026
19 Dec 2025
14 Jan 2026
19 Dec 2025
13 Jan 2026
19 Dec 2025
29 Dec 2025
Select, Excess (+), Less (-)
Tender Inviting Authority : CHIEF MECHANICAL ENGINEER
Sl. No. Item-wise Description Item Code / Make Quantity Unit of Measurement Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Rate per Unit (Rs.) Total Amout inclusive of GST (Rs.) Total Amount exclusive of GST (Rs.) TOTAL AMOUNT In Words
1 item1 78 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos
2 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. N EXC 10 SQ M ON PLAN AND N EXC 1.5 M IN DEPTH FOR PLINTH BEAMS, DWARF WALL , STEPS AND GETTING OUT IN SOFT/LOOSE SOIL. item2 2.4 Excess(+) Full Conversion INR
3 item3 6 Excess(+) Full Conversion INR
4 M & L TREATING THE BOTTOM AND SIDES OF EXCAVATION AT THE RATE OF 5 LITRES OF EMULSION PER SQUARE METRE OF SURFACE AREA item4 3 Excess(+) Full Conversion INR
5 M & L TREATING THE TOP SURFACE OF FILLED EARTH AT THE RATE OF 5 LITRES OF EMULSION PER SQUARE METRE OF SURFACE item5 78 Excess(+) Full Conversion INR
6 M & L TREATING THE SOIL ALONG WITH EXTERNAL PERIMETER OF BUILDING AT THE RATE OF 2.25 LITRE OF EMULSION PER METRE OF THE PERIMETER WALL item6 34 Excess(+) Full Conversion INR
7 M& L TREATING THE SOIL UNDER PLINTH PROTECTION AT THE RATE OF 5 LITRES OF EMULSION PER SQUARE METRE OF SURFACE AREA item7 30.6 Excess(+) Full Conversion INR
8 MOORUM/RED BAJRI FILLING IN FLOORS OR PAVINGS, LAID IN LAYERS N EXC. 15CM THICK, SPREAD, LEVELLED AND RAMMED INCLUDING WATERING item8 27 Excess(+) Full Conversion INR
10 M & L CEMENT CONCRETE IN FOUNDATIONS, FILLING AND MASS CONCRETE 1:2:4 TYPE B-2 USING 40 MM GRADED AGGREGATE (FOR PLINTH BEAMS/ DWARF WALL) & L CEMENT CONCRETE IN FOUNDATIONS, FILLING AND MASS CONCRETE 1:2:4 TYPE B-2 USING 40 MM GRADED AGGREGATE (FOR PLINTH BEAMS/ DWARF WALL) item10 5.8 Excess(+) Full Conversion INR
11 M & L CEMENT CONCRETE IN FOUNDATIONS, FILLING AND MASS CONCRETE 1:4:8 TYPE D-2 USING 40 MM GRADED AGGREGATE (FOR TOE WALL / STEPS) item11 0.3 Excess(+) Full Conversion INR
12 RETURNING, FILLING IN, INCLUDING SPREADING, LEVELLING, WATERING AND WELL RAMMING IN LAYERS NOT EXC 25 CM IN SOFT/ LOOSE SOIL. item12 7 Excess(+) Full Conversion INR
13 item13 9.4 Excess(+) Full Conversion INR
14 M & L RCC- M-40 (DESIGN MIX) USING 20MM GRADED AGGREGATEFOR FOUNDATION ,INCLUDING RAFTS AS MASS CONCRETE item14 3.6 Excess(+) Full Conversion INR
15 M & L FORM WORK FOR ROUGH FINISHED SURFACES OF CONCRETE MEASURED FLAT FOR FOUNDATION item15 14.4 Excess(+) Full Conversion INR
16 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FOOTING S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE. 12MM item16 358.4 Excess(+) Full Conversion INR
17 M & L RCC- M-30 (DESIGN MIX) USING 20MM GRADED AGGREGATE FOR COLUMN FROM PILECAP TOP TO PLINTH BEAM TOP item17 0.5 Excess(+) Full Conversion INR
18 M & L FORM WORK FOR ROUGH FINISHED SURFACES OF CONCRETE MEASURED FLAT FOR COLUMN FROM PILECAP TOP TO PLINTH BEAM TOP item18 5.4 Excess(+) Full Conversion INR
19 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FROM PILECAP TOP TO PLINTH BEAM TOP.S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE. 16 MM item19 113.78 Excess(+) Full Conversion INR
20 DITTO BUT 5 TO 10MM DIA IN STIRRUPS, SPACERS & BINDERS 8 MM item20 32.41 Excess(+) Full Conversion INR
21 M & L RCC- M-30 (DESIGN MIX) USING 20MM GRADED AGGREGATE FOR PLINTH BEAMS item21 4.2 Cu.Mtrs Excess(+) Full Conversion INR
22 M & L FORM WORK FOR ROUGH FINISHED SURFACES OF CONCRETE MEASURED FLAT FOR PLINTH BEAMS item22 35.9 Excess(+) Full Conversion INR
23 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FOR PLINTH BEAMS S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE 12MM item23 56.79 Excess(+) Full Conversion INR
24 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FOR PLINTH BEAMS S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE 16MM item24 511.09 Excess(+) Full Conversion INR
25 DITTO BUT 5 TO 10MM DIA IN STIRRUPS, SPACERS & BINDERS 8MM item25 170.92 Excess(+) Full Conversion INR
26 M & L RCC- M-30(DESIGN MIX) USING 20MM GRADED AGGREGATE FOR GRADE SLAB item26 7.6 Excess(+) Full Conversion INR
27 M & L FORM WORK FOR ROUGH FINISHED SURFACES OF CONCRETE MEASURED FLAT FOR GRADE SLAB item27 50.4 Excess(+) Full Conversion INR
28 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FOR GRADE SLAB S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE. 8 MM item28 481.27 Excess(+) Full Conversion INR
29 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FOR GRADE SLAB S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE. 12 MM. item29 72.08 Excess(+) Full Conversion INR
30 M & L BRICK WORK WITH SUBCLASS ‘B’ BRICKS, STRAIGHT OR CURVED ON PLAN EXC 6M MEAN RADIUS, BUILT IN CM (1:6). item30 1.3 Excess(+) Full Conversion INR
31 Stage 2, Plinth Beam Top to Roof Slab M & L RCC- M-30 (DESIGN MIX) USING 20MM GRADED AGGREGATE FOR COLUMN FROM GROUND FLOOR TO ROOF SLAB item31 5.4 Excess(+) Full Conversion INR
32 M & L FORM WORK FOR ROUGH FINISHED SURFACES OF CONCRETE MEASURED FLAT FOR COLUMN FROM GROUND FLOOR TO ROOF SLAB item32 60 Excess(+) Full Conversion INR
33 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FOR COLUMN FROM GROUND FLOOR TO ROOF SLAB S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE. 16 MM item33 695.31 Excess(+) Full Conversion INR
34 DITTO BUT 5 TO 10MM DIA IN STIRRUPS, SPACERS & BINDERS. 8 MM item34 275.58 Excess(+) Full Conversion INR
35 M & L RCC- M-30(DESIGN MIX) USING 20MM GRADED AGGREGATE FOR ROOF SLAB BEAMS item35 7.4 Excess(+) Full Conversion INR
36 M & L FORM WORK FOR ROUGH FINISHED SURFACES OF CONCRETE MEASURED FLAT FOR ROOF SLAB BEAMS. item36 67.1 Excess(+) Full Conversion INR
37 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FOR ROOF SLAB BEAMS S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE 12 MM item37 467.14 Excess(+) Full Conversion INR
38 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FOR ROOF SLAB BEAMS S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE 16 MM item38 162.87 Excess(+) Full Conversion INR
39 DITTO BUT 5 TO 10MM DIA IN STIRRUPS, SPACERS & BINDERS. 8 MM item39 316.46 Excess(+) Full Conversion INR
40 M & L RCC- M-30(DESIGN MIX) USING 20MM GRADED AGGREGATE FOR ROOF SLAB SLAB item40 8.9 Excess(+) Full Conversion INR
41 M & L FORM WORK FOR ROUGH FINISHED SURFACES OF CONCRETE MEASURED FLAT FOR ROOF SLAB SLAB item41 504.4 Excess(+) Full Conversion INR
42 item42 34 Excess(+) Full Conversion INR
43 M & L REINFORCEMENT STEEL (TMT BARS) FE 500D FOR ROOF SLAB SLAB S & F TMT BARS 10MM DIA & OVER OF GRADE FE 500 INCL CUTTING, BENDING, BINDING & PLACING IN POSITION WITH BINDING WIRE. 8 MM item43 481.33 Excess(+) Full Conversion INR
44 item44 72.08 Excess(+) Full Conversion INR
45 item45 0.8 Excess(+) Full Conversion INR
46 item46 9.2 Excess(+) Full Conversion INR
47 item47 105.3 Excess(+) Full Conversion INR
48 item48 17.7 Excess(+) Full Conversion INR
49 item49 88.43 Excess(+) Full Conversion INR
50 item50 50.33 Excess(+) Full Conversion INR
51 item51 97.88 Excess(+) Full Conversion INR
52 item52 12.51 Excess(+) Full Conversion INR
53 item53 2.1 Excess(+) Full Conversion INR
54 item54 0.03 Excess(+) Full Conversion INR
55 item55 3 Excess(+) Full Conversion INR
56 item56 1 Excess(+) Full Conversion INR
57 item57 1 Excess(+) Full Conversion INR
58 item58 1 Excess(+) Full Conversion INR
59 item59 2 Excess(+) Full Conversion INR
60 item60 3.6 Excess(+) Full Conversion INR
61 item61 1 Excess(+) Full Conversion INR
62 item62 18 Excess(+) Full Conversion INR
63 item63 27 Excess(+) Full Conversion INR
64 item64 13.5 Excess(+) Full Conversion INR
65 item65 13.5 Excess(+) Full Conversion INR
66 item66 11.25 Excess(+) Full Conversion INR
67 item67 88.43 Excess(+) Full Conversion INR
68 item68 50.33 Excess(+) Full Conversion INR
69 item69 97.88 Excess(+) Full Conversion INR
70 item70 53.36 Excess(+) Full Conversion INR
71 item71 60 Excess(+) Full Conversion INR
72 item72 15.2 Excess(+) Full Conversion INR
73 item73 78 Excess(+) Full Conversion INR
74 item74 677.52 Excess(+) Full Conversion INR
75 item75 456.69 Excess(+) Full Conversion INR
76 item76 1 Set Excess(+) Full Conversion INR
77 item77 1 Set Excess(+) Full Conversion INR
78 item78 1 Set Excess(+) Full Conversion INR
79 item79 1 Set Excess(+) Full Conversion INR
80 item80 30 Excess(+) Full Conversion INR
81 item81 10 Excess(+) Full Conversion INR
82 item82 3 Excess(+) Full Conversion INR
83 item83 13 Excess(+) Full Conversion INR
84 item84 15 Excess(+) Full Conversion INR
85 item85 10 Excess(+) Full Conversion INR
86 item86 45 Excess(+) Full Conversion INR
87 item87 155 Excess(+) Full Conversion INR
88 item88 6 Excess(+) Full Conversion INR
89 item89 1 Set Excess(+) Full Conversion INR
90 item90 1 Set Excess(+) Full Conversion INR
91 item91 1 Set Excess(+) Full Conversion INR
92 item92 1 Set Excess(+) Full Conversion INR
93 item93 1 Set Excess(+) Full Conversion INR
94 item94 3 Set Excess(+) Full Conversion INR
95 item95 2 Set Excess(+) Full Conversion INR
96 item96 3 Set Excess(+) Full Conversion INR
97 item97 1 Set Excess(+) Full Conversion INR
98 item98 1 Excess(+) Full Conversion INR
99 item99 1 Set Excess(+) Full Conversion INR
100 item100 2 Set Excess(+) Full Conversion INR
101 item101 1 Set Excess(+) Full Conversion INR
102 item102 2 Set Excess(+) Full Conversion INR
103 item103 1 Set Excess(+) Full Conversion INR
104 item104 2 Set Excess(+) Full Conversion INR
105 item105 1 Set Excess(+) Full Conversion INR
106 item106 1 Nos Excess(+) Full Conversion INR
107 item107 1 Set Excess(+) Full Conversion INR
108 item108 1 Set Excess(+) Full Conversion INR
109 item109 3 Excess(+) Full Conversion INR
110 item110 1 Excess(+) Full Conversion INR
111 item111 2 Excess(+) Full Conversion INR
112 item112 1 Excess(+) Full Conversion INR
113 item113 3 Excess(+) Full Conversion INR
114 item114 2 Excess(+) Full Conversion INR
115 item115 1 Excess(+) Full Conversion INR
116 item116 6 Excess(+) Full Conversion INR
117 item117 6 Excess(+) Full Conversion INR
118 item118 15 Excess(+) Full Conversion INR
119 item119 1 Excess(+) Full Conversion INR
120 item120 5 Excess(+) Full Conversion INR
121 item121 100 Excess(+) Full Conversion INR
122 item122 2 Excess(+) Full Conversion INR
123 item123 2 Excess(+) Full Conversion INR
124 item124 1 Excess(+) Full Conversion INR
125 item125 1 Excess(+) Full Conversion INR
126 item126 8 Excess(+) Full Conversion INR
127 item127 6 Excess(+) Full Conversion INR
128 item128 1 Excess(+) Full Conversion INR
129 item129 15 Excess(+) Full Conversion INR
130 item130 25 Excess(+) Full Conversion INR
131 item131 50 Excess(+) Full Conversion INR
132 item132 20 Excess(+) Full Conversion INR
133 item133 20 Excess(+) Full Conversion INR
134 2 Excess(+) Full Conversion INR
135 1 Excess(+) Full Conversion INR
136 15 Excess(+) Full Conversion INR
137 14 Excess(+) Full Conversion INR
138 1 Excess(+) Full Conversion INR
139 1 Excess(+) Full Conversion INR
140 15 Excess(+) Full Conversion INR
141 1 Excess(+) Full Conversion INR
142 1 Excess(+) Full Conversion INR
143 6 Excess(+) Full Conversion INR
144 2 Excess(+) Full Conversion INR
145 1 Excess(+) Full Conversion INR
146 1 Excess(+) Full Conversion INR
147 10 Excess(+) Full Conversion INR
148 10 Excess(+) Full Conversion INR
149 75 Excess(+) Full Conversion INR
150 2 Set Excess(+) Full Conversion INR
151 210 Excess(+) Full Conversion INR
152 10 Excess(+) Full Conversion INR
153 30 Excess(+) Full Conversion INR
154 40 Excess(+) Full Conversion INR
155 20 Excess(+) Full Conversion INR
156 150 Excess(+) Full Conversion INR
157 4 Excess(+) Full Conversion INR
158 4 Excess(+) Full Conversion INR
159 60 Excess(+) Full Conversion INR
160 180 Excess(+) Full Conversion INR
161 20 Excess(+) Full Conversion INR
162 20 Excess(+) Full Conversion INR
163 20 Excess(+) Full Conversion INR
164 4 Excess(+) Full Conversion INR
165 6 Excess(+) Full Conversion INR
Total in Figures 0 4 Construction of chamber for 100mm sluice plates item5 10 Nos
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