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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | L1 | Accepted-AOC L1 accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical 4th Lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical 2nd Lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical 8th Lowest | |
| 5 | Rejected-Technical | - | Rejected-Technical 5th Lowest |
| Sl No | Description | Qty | Unit | B UDAYAKUMAR L4 | Harilal NS L2 | Sunilal L5 | Sreeju S S L5 | VISHNU B S L3 | MUHAMMED SHAM S S L7 | PRASANTH PS L1 | STEPHEN JOHNSON L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed esimate | |||||||||||
| 1.00 | 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 | 54.62 | cum | 315.5 ₹17,231.03 | 330 ₹18,022.95 | 321.76 ₹17,572.92 | 321.76 ₹17,572.92 | 311.46 ₹17,010.39 | 330 ₹18,022.95 | 306.31 ₹16,729.12 Lowest | 328.34 ₹17,932.29 |
| 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 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 | 64.13 | cum | 225.95 ₹14,490.17 | 230 ₹14,749.9 | 230.43 ₹14,777.48 | 230.43 ₹14,777.48 | 223.06 ₹14,304.84 | 235 ₹15,070.55 | 219.37 ₹14,068.2 Lowest | 235.15 ₹15,080.17 |
| 1.00 | 15.7.1: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 mud mortar | 9.9 | cum | 639.15 ₹6,327.59 | 650 ₹6,435 | 651.81 ₹6,452.92 | 651.81 ₹6,452.92 | 630.96 ₹6,246.5 | 725 ₹7,177.5 | 620.53 ₹6,143.25 Lowest | 665.15 ₹6,584.99 |
| 1.00 | 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 | 27.34 | cum | 2,229.5 ₹60,950.07 | 2,130 ₹58,229.94 Lowest | 2,273.68 ₹62,157.86 | 2,273.68 ₹62,157.86 | 2,200.92 ₹60,168.75 | 2,500 ₹68,345 | 2,164.54 ₹59,174.19 | 2,320.19 ₹63,429.35 |
| 1.00 | OD73048/2025-2026:DEPARTMENTAL DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of
Departmental officers at site (Based on 60.7.1) | 19.14 | cum | 1,504.94 ₹28,800.04 | 1,500 ₹28,705.5 | 1,534.76 ₹29,370.7 | 1,534.76 ₹29,370.7 | 1,485.65 ₹28,430.88 | 1,700 ₹32,532.9 | 1,461.09 ₹27,960.88 Lowest | 1,566.16 ₹29,971.6 |
| 1.01 | OD68794/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of
Departmental officers at site (Based on 60.7.1) | 119.72 | cum | 3,502.54 ₹4,19,317.08 | 3,300 ₹3,95,069.4 Lowest | 3,571.93 ₹4,27,624.32 | 3,571.93 ₹4,27,624.32 | 3,457.63 ₹4,13,940.55 | 3,950 ₹4,72,886.1 | 3,400.48 ₹4,07,098.66 | 3,645.01 ₹4,36,373.31 |
| 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 | 34.98 | sqm | 338.69 ₹11,847.38 | 340 ₹11,893.2 | 345.4 ₹12,082.09 | 345.4 ₹12,082.09 | 334.34 ₹11,695.21 | 360 ₹12,592.8 | 328.82 ₹11,502.12 Lowest | 352.46 ₹12,329.05 |
| 1.01 | 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 | 478.33 | kilogram | 98.6 ₹47,163.83 | 125 ₹59,791.88 | 100.56 ₹48,101.37 | 100.56 ₹48,101.37 | 97.34 ₹46,561.13 | 105 ₹50,225.18 | 95.73 ₹45,791.01 Lowest | 102.61 ₹49,081.95 |
| 1.01 | 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) | 8.7 | cum | 8,739.03 ₹76,003.34 | 8,650 ₹75,229.05 | 8,912.18 ₹77,509.23 | 8,912.18 ₹77,509.23 | 8,626.99 ₹75,028.93 | 1,009 ₹8,775.27 Lowest | 8,484.4 ₹73,788.83 | 9,094.5 ₹79,094.87 |
Tender Value
₹15.3 L
EMD Value
₹38,130
Closing Date
30 Jun 2025, 2:00 pmClosed
Assistant Engineer
O/o the AEE,LSGD Sub Division, Vamanapuram B.P, Venjaramoodu P.O, Thiruvananthapuram (dist) Pin 695607
Vamanapuram BP 2025-26 - Palode CHC Compound wall construction-Prj. No. 40/2024 Nanniyode GP-
2025_LSGD_770948_1
40/25
Open Tender
Civil Works - Buildings
Item Rate
180 days
Venjaramoodu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹38,130
Yes
29 Aug 2025
23 Jun 2025
1 Jul 2025
23 Jun 2025
30 Jun 2025
23 Jun 2025
Amount
Detailed esimate
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
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
15.7.1: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 mud mortar
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
OD73048/2025-2026:DEPARTMENTAL DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Based on 60.7.1)
OD68794/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Based on 60.7.1)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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)
OD69624/2025-2026:Departmental Brick Work with common burnt burnt clay F.P.S (non-modular) bricks of class designation 5.0 in foundation and plinth in cement mortar 1:6 (1 cement:6 coarse sand)
50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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
Harilal NS (BID ID -2234782)
VISHNU B S (BID ID -2234521)
B UDAYAKUMAR (BID ID -2234235)
Sreeju S S (BID ID -2236236)
Sunilal (BID ID -2236281)
STEPHEN JOHNSON (BID ID -2236449)
MUHAMMED SHAM S S (BID ID -2236145)
Bidder Name
STEPHEN JOHNSON
Harilal NS
B UDAYAKUMAR
Sunilal
PRASANTH PS
MUHAMMED SHAM S S
Sreeju S S
VISHNU B S
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