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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹26,103.89 (0.19%)Rejected-Finance | ₹1.4 Cr+₹26,103.89 (0.19%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | BUILD OWN ASSOCIATES L2 | stjudepoonjar L1 |
|---|---|---|---|---|---|
| 1.00Civil Works | |||||
| 1.00 | 60.2.3
Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with
engine and pump set above 5HP and up to 10HP, including conveyance to site and
erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 640 | hour | 516.3 ₹3,30,432 Lowest | 516.3 ₹3,30,432 Lowest |
| 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 | 146.69 | cum | 257.63 ₹37,790.46 | 257 ₹37,698.05 Lowest |
| 1.00 | 2.7.1
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed
earth to be levelled and neatly dressed.Ordinary rock | 5 | cum | 517.87 ₹2,589.35 | 517 ₹2,585 Lowest |
| 1.00 | 2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated
or stacked materials.All kinds of soil | 24.3 | cum | 131.02 ₹3,183.79 | 131 ₹3,183.3 Lowest |
| 1.00 | 2.9.1
Excavation work by mechanical means (Hydraulic excavator) / manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soils as directed,
within a lead of 50 m.Ordinary rock | 34.25 | cum | 656.47 ₹22,484.1 Lowest | 656.47 ₹22,484.1 Lowest |
| 1.01 | 60.5.3
DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m
long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling
the gap with cement grout( 0.50kg/each) etc complete | 472 | each | 934.35 ₹4,41,013.2 Lowest | 934.35 ₹4,41,013.2 Lowest |
| 1.01 | 4.1.2
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 13.58 | cum | 9,760.82 ₹1,32,581.22 Lowest | 9,760.82 ₹1,32,581.22 Lowest |
| 1.01 | 5.33.1.2
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 M30 grade with minimum cement content of
350 kg /cum | 105.88 | cum | 11,067.09 ₹11,71,783.49 | 11,067 ₹11,71,773.96 Lowest |
| 1.01 | 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 | 6.41 | cum | 12,924.06 ₹82,817.38 | 12,924 ₹82,816.99 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
2 Jun 2026, 4:00 pmClosed
ENGINEER PROJECTS
KEL MAMALA KOCHI
Mundakkayam GP-2024-25 - Project No.577/25 - Construction of Suspension Bridge Across Manimalayar at Mundakkayam Byepass, Kottayam District
2026_KEL_847943_2
KRO/BDC/2365/2026
Open Tender
Civil Works - Buildings
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,900
₹50,000
Yes
21 Jul 2026
26 May 2026
3 Jun 2026
26 May 2026
2 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Works | |||||
| 0.999 | 60.2.3
Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with
engine and pump set above 5HP and up to 10HP, including conveyance to site and
erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 0.000 | 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 | - | - |
| 0.999 | 2.7.1
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed
earth to be levelled and neatly dressed.Ordinary rock | - | cum | - | - |
| 0.000 | 2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated
or stacked materials.All kinds of soil | - | cum | - | - |
| 0.999 | 2.9.1
Excavation work by mechanical means (Hydraulic excavator) / manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soils as directed,
within a lead of 50 m.Ordinary rock | - | cum | - | - |
| 0.000 | 60.5.3
DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m
long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling
the gap with cement grout( 0.50kg/each) etc complete | - | each | - | - |
| 0.999 | 4.1.2
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 0.000 | 5.33.1.2
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 M30 grade with minimum cement content of
350 kg /cum | 1 | cum | - | - |
| 0.999 | 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 | - | cum | - | - |
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