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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.4 LAdmitted-Finance | ₹33.4 L | L1 | Admitted-Finance |
| 2 | L2₹34.4 L+₹1.0 L (3.00%)Admitted-Finance | ₹34.4 L+₹1.0 L (3.00%) | L2 | Admitted-Finance |
| 3 | L3₹35.1 L+₹1.7 L (4.98%)Admitted-Finance | ₹35.1 L+₹1.7 L (4.98%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NIHAS EM L3 | meconconstructions L2 | saaj constructions L1 |
|---|---|---|---|---|---|---|
| 1.00LIFT INSTALLATION - CIVIL WORKS | ||||||
| 1.00 | 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 34.07 | cum | 242 ₹8,244.7 | 237 ₹8,074.35 | 230 ₹7,835.87 Lowest |
| 1.00 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 18.45 | cum | 315 ₹5,810.81 | 309 ₹5,700.12 | 300 ₹5,534.1 Lowest |
| 1.00 | 4.1.8
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4
coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | 1.58 | cum | 7,980 ₹12,632.34 | 7,828 ₹12,391.72 | 7,600 ₹12,030.8 Lowest |
| 1.00 | 5.33.1.1
Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland
/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to improve durability and workability without
impairing strength; including pumping of concrete to site of laying, curing, carriage
for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design mix is
more than 110% of the specified minimum cement content, the contractor shall have
discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of
330 kg /cum | 6.49 | cum | 11,393 ₹73,963.36 | 11,176 ₹72,554.59 | 10,850 ₹70,438.2 Lowest |
| 1.00 | 5.33.2.1
Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland
/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to improve durability and workability without
impairing strength; including pumping of concrete to site of laying, curing, carriage
for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design mix is
more than 110% of the specified minimum cement content, the contractor shall have
discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M25 grade with minimum
cement content of 330 kg /cum | 12.79 | cum | 13,545 ₹1,73,240.55 | 13,287 ₹1,69,940.73 | 12,900 ₹1,64,991 Lowest |
| 1.01 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 15.58 | sqm | 399 ₹6,216.42 | 391 ₹6,091.78 | 380 ₹5,920.4 Lowest |
| 1.01 | 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc. | 19.44 | sqm | 872 ₹16,951.68 | 855 ₹16,621.2 | 830 ₹16,135.2 Lowest |
| 1.01 | 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | 70.72 | sqm | 998 ₹70,578.56 | 979 ₹69,234.88 | 950 ₹67,184 Lowest |
| 1.01 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 102.85 | sqm | 788 ₹81,047.38 | 773 ₹79,504.6 | 750 ₹77,139 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
7 Sept 2026, 6:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Govt. Ayurveda College, Thripunithura-Installation of Lift at College Auditorium, Ernakulam District
2026_KEL_866742_1
KRO/ BDC/2442/2026
Open Tender
Civil Works - Others
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
8 Sept 2026
29 Aug 2026
8 Sept 2026
29 Aug 2026
7 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1LIFT INSTALLATION - CIVIL WORKS | |||||
| 1.001 | 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.002 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | cum | - | - |
| 1.003 | 4.1.8
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4
coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | 5.33.1.1
Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland
/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to improve durability and workability without
impairing strength; including pumping of concrete to site of laying, curing, carriage
for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design mix is
more than 110% of the specified minimum cement content, the contractor shall have
discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of
330 kg /cum | - | cum | - | - |
| 1.005 | 5.33.2.1
Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland
/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to improve durability and workability without
impairing strength; including pumping of concrete to site of laying, curing, carriage
for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design mix is
more than 110% of the specified minimum cement content, the contractor shall have
discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M25 grade with minimum
cement content of 330 kg /cum | 1 | cum | - | - |
| 1.006 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.007 | 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.008 | 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.009 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 0.8 | sqm | - | - |
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