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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC THOTTINKARA HOUSE THAVALAM P O PAKKULAM ATTAPPADY PALAKKAD DIST 678582 | ATTAPPADY | PALAKKAD | KERALA | 678582 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | P ABDULLA L3 | Anilkumar CV L4 | SULAIMAN M K L5 | BIJU K L2 | T S SARASAN L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00RETAINING WALL | ||||||||
| 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 | 155.25 | cum | 346.41 ₹53,780.15 | 346.41 ₹53,780.15 | 398.46 ₹61,860.92 | 338.5 ₹52,552.13 | 320.15 ₹49,703.41 Lowest |
| 1.00 | 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) | 31.05 | cum | 7,639.37 ₹2,37,202.44 | 7,639.37 ₹2,37,202.44 | 8,787.26 ₹2,72,844.42 | 7,464.85 ₹2,31,783.59 | 7,060.35 ₹2,19,223.94 Lowest |
| 1.00 | OD287147/2024-2025:60.7.1 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 | 156.36 | cum | 3,845.7 ₹6,01,313.65 | 3,845.7 ₹6,01,313.65 | 4,423.56 ₹6,91,667.84 | 3,757.85 ₹5,87,577.43 | 3,554.18 ₹5,55,731.49 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 138.94 | cum | 8,034.78 ₹11,16,336.26 | 8,034.78 ₹11,16,336.26 | 9,242.08 ₹12,84,076.11 | 7,851.22 ₹10,90,832.8 | 7,425.71 ₹10,31,712.75 Lowest |
| 1.00 | 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) | 7.26 | cum | 8,252.08 ₹59,910.1 | 8,252.08 ₹59,910.1 | 9,492.08 ₹68,912.5 | 8,063.56 ₹58,541.45 | 7,626.53 ₹55,368.64 Lowest |
| 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 | 108.9 | kilogram | 108.27 ₹11,790.6 | 108.27 ₹11,790.6 | 124.53 ₹13,561.32 | 105.8 ₹11,521.62 | 100.06 ₹10,896.83 Lowest |
| 1.01 | OD287315/2024-2025: 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 | 17.5 | metre | 1,771.66 ₹31,004.05 | 1,771.67 ₹31,004.23 | 2,037.88 ₹35,662.9 | 1,731.16 ₹30,295.3 | 1,637.37 ₹28,653.95 Lowest |
| 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. | 311.79 | cum | 429.21 ₹1,33,823.39 | 429.22 ₹1,33,826.5 | 493.71 ₹1,53,933.84 | 419.41 ₹1,30,767.84 | 396.68 ₹1,23,681.45 Lowest |
| 1.01 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 100 | hour | 332.75 ₹33,275 | 332.76 ₹33,276 | 382.75 ₹38,275 | 325.15 ₹32,515 | 307.53 ₹30,753.06 Lowest |
Tender Value
₹24.6 L
EMD Value
₹50,000
Closing Date
27 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
O/O AE-LID-EW SUBDIVISION ATTAPPADY BLOCK PANCHAYATH
Annual Plan-ATTAPPADY BLOCK PANCHAYATH 2024-25- SIDE KETTU-SHOLAYOOR PAL SOCIETY OOTHUKKUZHI ROAD -SIDE KETTU- SHOLAYOOR GP-General Civil Work (RE-TENDER)
2025_LSGD_788789_1
04/AE/LSGD/ATPY/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
ATTAPPADY BLOCK PANCHAYATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
23 Oct 2025
20 Aug 2025
29 Aug 2025
20 Aug 2025
27 Aug 2025
20 Aug 2025
Amount
RETAINING WALL
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
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)
OD287147/2024-2025:60.7.1 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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
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
OD287315/2024-2025: 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
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.
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
19.6.10:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:900 mm dia R.C.C. pipe
OD287415/2024-2025:Supplying and providing readymade GI name board with all conveyance,labour and hier charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outer frame ,0.6mm thick iron sheet of size 90c60cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete
OD455979/2024-2025: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.
BIJU K (BID ID -2312427)
P ABDULLA (BID ID -2312311)
Anilkumar CV (BID ID -2309767)
SULAIMAN M K (BID ID -2308332)
Bidder Name
SULAIMAN M K
T S SARASAN
Anilkumar CV
P ABDULLA
BIJU K
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