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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | ₹7.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical GAFOOR P | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | DINESHAN. M. L1 | chilla constructions L3 | GAFOOR. P. L2 |
|---|---|---|---|---|---|---|
| 1.00DR sidewall | ||||||
| 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 | 50.16 | cum | 304 ₹15,248.64 | 328 ₹16,452.48 | 313.55 ₹15,727.67 |
| 1.00 | OD184594/2025-2026: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 | 140.31 | cum | 3,435 ₹4.8 L | 3,450 ₹4.8 L | 3,480.99 ₹4.9 L |
| 1.00 | 4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 14.35 | cum | 7,404 ₹1.1 L | 8,020 ₹1.2 L | 8,050.75 ₹1.2 L |
| 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 | 1,071.6 | kilogram | 94 ₹1.0 L | 102 ₹1.1 L | 97.99 ₹1.1 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 28.69 | sqm | 326 ₹9,352.94 | 352 ₹10,098.88 | 336.6 ₹9,657.05 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 179.35 | cum | 376 ₹67,437.48 | 408 ₹73,176.84 | 388.52 ₹69,683 |
Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
18 Oct 2025, 5:00 pmClosed
ASST.EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Stadium
2025_LSGD_808576_1
TA/LSGD/KKD/159/2025-26
Open Tender
Civil Works - Others
180 days
Nochad
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,180
Yes
17 Mar 2026
11 Oct 2025
21 Oct 2025
11 Oct 2025
18 Oct 2025
11 Oct 2025
Amount
DR sidewall
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
OD184594/2025-2026: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
4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.
GAFOOR. P. (BID ID -2395929)
chilla constructions (BID ID -2397154)
Bidder Name
GAFOOR. P.
DINESHAN. M.
chilla constructions
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