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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹75.1 L+₹1.0 L (1.39%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹75.4 L+₹1.4 L (1.84%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹77.5 L+₹3.4 L (4.64%)Rejected-Finance APRA A 20 DEVIKRIPA MARUTHOORKADAVU KALADY KARAMANA P O | L4 | Rejected-Finance L4 | |
| 5 | L5₹78.2 L+₹4.1 L (5.55%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | DAVID RAJ L5 | BINUKUMAR N L6 | Arun Kumar L4 | S SAJEEV L1 | KRISHNAN G L3 | EmcasaProjects and Developers PVT.LTD L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Water tank | |||||||||
| 1.00 | 2.31: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 | 226.1 | sqm | 18 ₹4,069.8 | 18.59 ₹4,203.2 | 18.59 ₹4,203.2 | 16.25 ₹3,674.13 Lowest | 16.55 ₹3,741.96 | 16.7 ₹3,775.87 |
| 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 373.06 | cum | 260 ₹96,996.9 | 263.35 ₹98,246.67 | 220 ₹82,074.3 Lowest | 230.17 ₹85,868.37 | 235 ₹87,670.28 | 242 ₹90,281.73 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 33.91 | cum | 125 ₹4,239.38 | 133.93 ₹4,542.24 | 137 ₹4,646.36 | 117.05 ₹3,969.75 Lowest | 120 ₹4,069.8 | 122 ₹4,137.63 |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 30.81 | cum | 7,800 ₹2,40,294.6 | 8,109.18 ₹2,49,819.51 | 8,109 ₹2,49,813.96 | 7,087.42 ₹2,18,342.15 | 7,220 ₹2,22,426.54 | 7,000 ₹2,15,649 Lowest |
| 1.00 | 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. | 47.06 | cum | 315 ₹14,823.27 | 325.55 ₹15,319.73 | 325 ₹15,293.85 | 284.53 ₹13,389.41 Lowest | 290 ₹13,646.82 | 310 ₹14,587.98 |
| 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 | 16.98 | sqm | 385 ₹6,537.3 | 394.74 ₹6,702.69 | 394 ₹6,690.12 | 345 ₹5,858.1 Lowest | 352 ₹5,976.96 | 350 ₹5,943 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 669.7 | sqm | 835 ₹5,59,199.5 | 858.26 ₹5,74,776.72 | 780 ₹5,22,366 | 750.12 ₹5,02,355.36 | 764 ₹5,11,650.8 | 730 ₹4,88,881 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 169.65 | sqm | 975 ₹1,65,408.75 | 982.6 ₹1,66,698.09 | 980 ₹1,66,257 | 858.79 ₹1,45,693.72 | 875 ₹1,48,443.75 | 850 ₹1,44,202.5 Lowest |
| 1.01 | OD52527/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 350 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. Concrete of M30 grade with minimum cement content of 350 kg /cum for all works up to plinth. | 101.35 | cum | 10,700 ₹10,84,434.3 | 11,313.03 ₹11,46,564.28 | 11,000 ₹11,14,839 | 9,887.59 ₹10,02,097.36 Lowest | 10,068 ₹10,20,381.73 | 10,100 ₹10,23,624.9 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
29 Sept 2025, 5:00 pmClosed
Executive Engineer
Special Buildings Division Public Office Compoun
DEPOSIT-SSK - Construction of Drinking water reservoir-Watertank-General Civil Work- 1
2025_PWD_800252_1
PWD/BLDG/TR/8190/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Special Buildings Division Public Office Compound
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
7 Nov 2025
20 Sept 2025
4 Oct 2025
20 Sept 2025
29 Sept 2025
20 Sept 2025
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