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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC KOLLAYI | ₹3.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 L+₹63,864.57 (17.8%)Rejected-AOC KOLLAYIL KERALA | IDUKKI | KERALA | 685533 | ₹4.2 L+₹63,864.57 (17.8%) | L2 | Rejected-AOC L2 |
| 3 | L3₹5.1 L+₹1.5 L (41.4%)Rejected-AOC AMARAVILA KERALA | THIRUVANANTHAPURAM | KERALA | 695001 | ₹5.1 L+₹1.5 L (41.4%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | PRADEEP L2 | SAJIN G S L1 | MANU S S L3 |
|---|---|---|---|---|---|---|
| 1.00Kulam Side 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 | 13.77 | cum | 367 ₹5,053.59 | 312 ₹4,296.24 Lowest | 367 ₹5,053.59 |
| 1.00 | 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 | 13 | hour | 353 ₹4,589 | 299 ₹3,887 Lowest | 353 ₹4,589 |
| 1.00 | OD5922/2025-2026:Demolishing Dry 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: | 8.12 | cum | 507 ₹4,115.83 | 430 ₹3,490.74 Lowest | 7,000 ₹56,826 |
| 1.00 | OD5923/2025-2026:DRY Rubble masonry using DEPARTMENTAL RUBBLE | 5.28 | cum | 3,405 ₹17,968.19 | 2,891 ₹15,255.81 Lowest | 3,405 ₹17,968.19 |
| 1.00 | OD5921/2025-2026:DRY rubble masonry with hard stone in foundation and plinth | 33.48 | cum | 6,276 ₹2,10,145.58 | 5,328 ₹1,78,402.75 Lowest | 6,276 ₹2,10,145.58 |
| 1.01 | 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) | 8.8 | cum | 8,528 ₹75,046.4 | 7,241 ₹63,720.8 Lowest | 9,000 ₹79,200 |
| 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) | 4.21 | cum | 10,185 ₹42,858.48 | 8,647 ₹36,386.58 Lowest | 10,185 ₹42,858.48 |
| 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 | 292.46 | kilogram | 114 ₹33,339.98 | 97 ₹28,368.23 Lowest | 200 ₹58,491.2 |
| 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 | 10.2 | sqm | 394 ₹4,018.8 | 335 ₹3,417 Lowest | 500 ₹5,100 |
Tender Value
Refer Docs
EMD Value
₹10,593
Closing Date
9 Jul 2025, 5:00 pmClosed
AE
office of AE Kollayil
pro.no.41 Pasumanoor kulam side wall construction in ward no.13
2025_LSGD_772713_25
01/AE/LIDEW/KGP/2025-1
Open Tender
Civil Works - Roads
Percentage
180 days
Kollayil
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
25 Aug 2025
2 Jul 2025
11 Jul 2025
2 Jul 2025
9 Jul 2025
2 Jul 2025
2 Jul 2025 - 9 Jul 2025
Amount
Kulam Side 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
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
OD5922/2025-2026:Demolishing Dry 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:
OD5923/2025-2026:DRY Rubble masonry using DEPARTMENTAL RUBBLE
OD5921/2025-2026:DRY rubble masonry with hard stone in foundation and plinth
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)
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
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) : 4 graded stone aggregate 20 mm nominal size)
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.
PRADEEP (BID ID -2245454)
MANU S S (BID ID -2245502)
Bidder Name
PRADEEP
SAJIN G S
MANU S S
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