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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-AOC | ₹16.1 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹17.4 LRejected-AOC | ₹17.4 L | L2 | Rejected-AOC L2 BIDDER |
| Sl No | Description | Qty | Unit | ANUKUMAR R L1 | KURIAN KOSHY L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF NEW ARP LIFT FOUNDATION UP TO FFL. | |||||
| 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 | 50.17 | cum | 300 ₹15,050.70 | 332 ₹16,656.11 |
| 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. | 25 | cum | 350 ₹8,750 | 410 ₹10,250 |
| 1.00 | 15.2.1
Demolishing cement concrete manually / by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer - in-Charge.Nominal
concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3 | cum | 2,950 ₹8,850 | 3,246 ₹9,738 |
| 1.00 | 15.3
Demolishing R.C.C. work manually / by mechanical means including stacking of
steel bars and disposal of unserviceable material with in 50 metres lead as per
direction of Engineer -in-Charge. | 3 | cum | 4,392 ₹13,176 | 4,735 ₹14,205 |
| 1.00 | 15.7.4
Demolishing brick work manually / by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as
per direction of Engineer-in-Charge.In cement mortar | 2 | cum | 2,500 ₹5,000 | 2,750 ₹5,500 |
| 1.01 | OD239402/2025-2026
Disposal of moorum/surplus excavated earth/building rubbish/ malba/ similar
unserviceable, dismantled or
waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 5 km for all lifts, complete as
per directions of Engineer-in-charge.
Note- item to be applicable in areas having directions for restricted hours(work
permit) for movement/plying of load carrying motor vehicle 3.50 cum or more.
Note - item to be applicable in urban areas having directions for restricted hours for
movement/ plying of load carrying motor vehicle of 3.5 cum or more. | 50 | cum | 390 ₹19,500 | 425 ₹21,250 |
| 1.01 | 60.7.2
DR PACKING Under foundation - Dry stone packing under foundation with good
quality blasted rubble including conveyance of material and labour charges etc.
complete as per direction of departmental officers at site. | 6.7 | cum | 3,500 ₹23,446.50 | 3,830 ₹25,657.17 |
| 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 | 29.66 | sqm | 461 ₹13,674.64 | 500 ₹14,831.50 |
| 1.01 | 20.2.2
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles
of grade M-25 of specified diameter and length below the pile cap, to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. by percussion drilling using Direct mud circulation
(DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all
complete, including removal of excavated earth with all its lifts and leads (length of
pile for payment shall be measured up to bottom of pile cap).500 mm dia piles | 90 | metre | 3,966.54 ₹3.6 L | 3,900 ₹3.5 L |
Tender Value
₹13.5 L
EMD Value
₹33,690
Closing Date
26 Nov 2025, 3:00 pmClosed
HOU(TP)
KMML CHAVARA
Six numbers of 500mm diameter piles of length 15m.One pile cap of size 4m,4m, 0.55m and pile caps of size 1.2m, 1m ,0.55m. Two number Isolated footings of size 1.2m , 1.2m, 0.3m. One lift pit of dimension 2.15m, 2.15m, 1.55m. Six number
2025_KMML_820678_1
KMML/TP/PROJ/C/T/05/2025-26 DATED 12/11/2025
Open Tender
Civil Works - Others
KMML CHAVARA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,950
₹33,690
Yes
10 Mar 2026
14 Nov 2025
27 Nov 2025
14 Nov 2025
26 Nov 2025
14 Nov 2025
14 Nov 2025 - 26 Nov 2025
CONSTRUCTION OF NEW ARP LIFT FOUNDATION UP TO FFL.
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
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.
15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.3 Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.7.4 Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
OD239402/2025-2026 Disposal of moorum/surplus excavated earth/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 5 km for all lifts, complete as per directions of Engineer-in-charge. Note- item to be applicable in areas having directions for restricted hours(work permit) for movement/plying of load carrying motor vehicle 3.50 cum or more. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
60.7.2 DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
20.2.2 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles
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)
5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD226629/2025-2026 Providing and applying protective primer coating of BARGUARD TMT of Redwop or similar over steel reinforcement as per direction of Engineer-in-charge. The product shall be applied on reinforcement steel after thoroughly cleaning. painted area of steel shall be considered for payment.
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
56.7 Conducting standard penetration test in bore hole at any depth.
13.65.1 Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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.
60.2.2 Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein
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