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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹4.6 L
EMD Value
₹11,381
Closing Date
9 Jun 2023, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER Elanji panchayath
Refer tender document
2023_LSGD_579433_1
ET4/AE ELJI/2023-24
Open Tender
Civil Works - Buildings
Item Rate
180 days
ELANJI
Refer tender document
7 documents required · 7 mandatory
₹1,005
Yes
₹11,381
Yes
7 Aug 2023
1 Jun 2023
13 Jun 2023
1 Jun 2023
9 Jun 2023
1 Jun 2023
Amount
RETAINING WALL AND COMPOUND WALL
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil
OD30012/2023-2024:Random rubble masonry in cement mortar 1:6 (1 cement : 6 coarse sand ) with hard stone in foundation and plinth as per direction of Engineer in charge at site. Modified 7.1.1
OD31562/2023-2024:Random rubble masonry in cement mortar 1:6 (1 cement : 6 coarse sand ) with departmental stone in foundation and plinth as per direction of Engineer in charge at site .
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
K T RAVINDRAN NAIR
Bidder Name
K P BABY
K T RAVINDRAN NAIR
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_855730.pdf
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