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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC | ₹20.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.8 L+₹1.4 L (7.09%)Rejected-Finance | ₹21.8 L+₹1.4 L (7.09%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical J J NIVAS MELEKUTTIKADU MALAMCHUTTU PARASSUVAIKKAL P O TRIVANDRUM | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | JOY J S L3 | V SREEJU L1 | VIBIN L2 | GIREESH R L4 |
|---|---|---|---|---|---|---|---|
| 1.00pond renovation | |||||||
| 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 | 69.2 | cum | 325.43 ₹22,519.76 | 294.54 ₹20,382.17 Lowest | 318 ₹22,005.6 | 355 ₹24,566 |
| 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 | 44 | cum | 233.06 ₹10,254.64 | 210.94 ₹9,281.36 Lowest | 227 ₹9,988 | 254 ₹11,176 |
| 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) | 10.4 | cum | 7,176.62 ₹74,636.85 | 6,495.45 ₹67,552.68 Lowest | 7,013 ₹72,935.2 | 7,849 ₹81,629.6 |
| 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) : 4 graded stone aggregate 20 mm nominal size) | 37.3 | cum | 8,355.48 ₹3,11,676.11 | 7,562.41 ₹2,82,093.02 Lowest | 8,166 ₹3,04,608.13 | 9,139 ₹3,40,902.98 |
| 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 | 1,449.98 | kilogram | 101.7 ₹1,47,463.07 | 92.05 ₹1,33,470.75 Lowest | 98.5 ₹1,42,823.13 | 111 ₹1,60,947.89 |
| 1.01 | 15.9.1: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 Lime Mortar | 40.32 | cum | 1,083.19 ₹43,674.22 | 980.37 ₹39,528.52 Lowest | 1,057 ₹42,618.24 | 1,184 ₹47,738.88 |
| 1.01 | OD57679/2025-2026:Dry rubble masonry with Departmental stone foundation and plinth including all charges etc complete | 28.22 | cum | 3,339.34 ₹94,249.53 | 3,022.38 ₹85,303.65 | 2,744 ₹77,446.66 Lowest | 3,652 ₹1,03,074.05 |
| 1.01 | OD57680/2025-2026:Dry rubble masonry with hard stone foundationm and plinth including all charges etc complete | 130.73 | cum | 5,008.96 ₹6,54,801.3 | 4,533.53 ₹5,92,650.24 Lowest | 4,895 ₹6,39,903.77 | 5,478 ₹7,16,117.03 |
| 1.01 | 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. | 156.03 | sqm | 759.56 ₹1,18,514.15 | 687.46 ₹1,07,264.38 Lowest | 742 ₹1,15,774.26 | 830 ₹1,29,504.9 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
22 Jul 2025, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW, Parassala GP
PSLA269/26_Renovation of Ponnamkulam in Ponnamkulam ward
2025_LSGD_775283_1
04/2025/AE/LIDEW/PSLA
Open Tender
Civil Works - Others
Item Rate
120 days
Parassala
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
16 Aug 2025
10 Jul 2025
25 Jul 2025
10 Jul 2025
22 Jul 2025
10 Jul 2025
Amount
pond renovation
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
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)
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)
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
15.9.1: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 Lime Mortar
OD57679/2025-2026:Dry rubble masonry with Departmental stone foundation and plinth including all charges etc complete
OD57680/2025-2026:Dry rubble masonry with hard stone foundationm and plinth including all charges etc complete
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.
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
OD91449/2025-2026:Removing water weeds such as hyacinth ,grass etc . by rooting out small trees and all other debris using ambhibious excavators wherever necessory including conveying the debris from the site and disposing the same with contractors own risk of choice etc. complete as per the direction of the departmental officers at site (out turn of the machine taken as 10000 sqm )
OD64269/2025-2026:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
19.6.4: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:300 mm dia R.C.C. pipe
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
OD67167/2025-2026:Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 200 mm dia 6Kgf/cm2
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
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
OD77391/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of width 0.6m<br>height 0.6 m<br>
VIBIN (BID ID -2256932)
JOY J S (BID ID -2258325)
GIREESH R (BID ID -2258428)
Bidder Name
V SREEJU
JOY J S
VIBIN
GIREESH R
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