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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC PAZHUTHAL HOUSE RAMAMANGALAM P O RAMAMANGALAM | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.9 L+₹34,351.41 (3.25%)Rejected-AOC VALLIKATTIL HOUSE MANGATTOOR KOLENCHERY | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical 1205 SUB TREASURY KOLENCHERY | KANNUR | KERALA | 670511 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical KERALA KL | KANNUR | KERALA | 670511 | - | Rejected-Technical L4 |
Tender Value
₹12.7 L
EMD Value
₹31,773
Closing Date
14 Sept 2023, 5:00 pmClosed
Assistant Executive Engineer
PVIP Subdidvision No 7 Kolenchery
Demolishing super passage, concrete, RCC, Earth filling
2023_Irrig_598987_1
IRR/PII/2049/2023-2024
Open Tender
Civil Works - Canal
Item Rate
300 days
Neeramugal
Please refer the tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹31,773
Yes
30 Oct 2023
26 Aug 2023
16 Sept 2023
26 Aug 2023
14 Sept 2023
26 Aug 2023
Amount
Appendix A- Civil work for bridge construction
60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.
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
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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.
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
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 : 8 graded stone aggregate 40 nominal size)
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
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
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.
OD17237/2023-2024:Providing and fixing G I pipe 65 mm dia nominal bore including cost of materials and labour charges etc complete as per direction of Engineer in charge at site.
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
16.21:Engraving letters in hard stone
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
WILSON V VARKEY
K.K. George
SUNNY K M
Bidder Name
SUNNY K M
WILSON V VARKEY
P.M. Yacob
K.K. George
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