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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹1.9 Cr+₹5.2 L (2.90%)Rejected-AOC | L2 | Rejected-AOC higher rate quoted | |
| 3 | L3₹1.9 Cr+₹7.2 L (4.01%)Rejected-Finance | L3 | Rejected-Finance high rate quoted |
Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
18 Mar 2026, 3:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812
RCC framed structure of Ground Floor with 3 classrooms and a staircase.
2026_PWD_846554_1
PWD/BLDG/EST/15882/2023_23_2_1
Open Tender
Civil Works - Buildings
Percentage
540 days
MALAPPURAM
Please refer Tender documents.
13 documents required · 13 mandatory
₹8,270
Yes
₹1 L
Yes
26 Sept 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate - School building (Civil work) | |||||
| 1.001 | 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 | 684.88 | cum | 236.63 | ₹1,62,062.68 |
| 1.002 | 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 | 135.79 | cum | 120.34 | ₹16,340.73 |
| 1.003 | 2.20.1:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth not exceeding 1.5 m | 164.48 | sqm | 78.96 | ₹12,987.34 |
| 1.004 | 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) | 54.45 | cum | 7,286.51 | ₹3,96,721.32 |
| 1.005 | OD317900/2025-2026:(60.7.1. od from Irrigation)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 | 68.1 | cum | 3,668.07 | ₹2,49,810.24 |
| 1.006 | 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. | 648.48 | cum | 292.52 | ₹1,89,693.08 |
| 1.007 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 6.44 | cum | 7,489.25 | ₹48,208.3 |
| 1.008 | OD317899/2025-2026: 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 @340kg/cum.Excess cement content as per mix design is not payable. All work up to plinth level . | 172.28 | cum | 10,083.8 | ₹17,37,186.65 |
| 1.009 | 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 | 23,439.77 | kilogram | 103.26 | ₹24,20,390.65 |
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