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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Southern Developers L3 | JACOB V C L1 | Puthuparambil Constructions L2 |
|---|---|---|---|---|---|---|
| 1.00compound wall | ||||||
| 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 | 8.93 | cum | 530.83 ₹4,737.66 | 519.6 ₹4,637.43 | 519.68 ₹4,638.14 |
| 1.00 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | 3.15 | cum | 7,912.54 ₹24,924.5 | 7,746.3 ₹24,400.85 | 7,746.38 ₹24,401.1 |
| 1.00 | 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) | 2.58 | cum | 8,642.34 ₹22,340.45 | 8,460.8 ₹21,871.17 | 8,460.85 ₹21,871.3 |
| 1.00 | 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 | 549 | kilogram | 98.92 ₹54,307.08 | 96.8 ₹53,143.2 | 96.84 ₹53,165.16 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 16.2 | sqm | 337.42 ₹5,466.2 | 330.3 ₹5,350.86 | 330.33 ₹5,351.35 |
| 1.01 | 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 | 134.73 | kg | 155.15 ₹20,903.51 | 151.8 ₹20,452.17 | 151.89 ₹20,464.29 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 68.25 | sqm | 316.08 ₹21,572.46 | 309.4 ₹21,116.55 | 309.44 ₹21,119.28 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 68.25 | sqm | 71.1 ₹4,852.58 | 69.6 ₹4,750.2 | 69.61 ₹4,750.88 |
| 1.01 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 68.25 | sqm | 152.38 ₹10,399.94 | 149.15 ₹10,179.49 | 149.18 ₹10,181.54 |
Tender Value
₹4.2 L
EMD Value
₹10,575
Closing Date
16 Oct 2025, 4:10 pmClosed
Assistant Engineer
LID_EW Section Parathodu
459 MCF compound wall construction
2025_LSGD_807568_5
06/IT/AE/LIDEW/PTDU/25-26
Open Tender
Civil Works - Roads
180 days
Parathodu Grama Panchayat
Please refer Tender documents.
11 documents required · 11 mandatory
₹935
Yes
₹10,575
Yes
16 Apr 2026
9 Oct 2025
17 Oct 2025
9 Oct 2025
16 Oct 2025
9 Oct 2025
Amount
compound wall
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
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 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)
5.22.6: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
16.18.1:Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
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
OD527739/2024-2025:Supplying and fixing DOWEL BAR
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
4.1.5: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 20 mm nominal size)
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)
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.
Puthuparambil Constructions (BID ID -2391016)
Southern Developers (BID ID -2392265)
Bidder Name
JACOB V C
Southern Developers
Puthuparambil Constructions
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