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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC | ₹7.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.9 Cr+₹52.2 L (7.08%)Rejected-AOC ETTUMANOOR | ETTUMANOOR | KOTTAYAM | KERALA | ₹7.9 Cr+₹52.2 L (7.08%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bid rejected based on Clause 3.5.1 of ITB (Submitted shortened firm period) |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Not submitted Duly filled and signed pre-qualification information (T&P, Key Person, Experience Certificate, Balance Sheet etc) as per 4.3.1.11 of ITB. Hence rejected based on Clause 5.4.4 of ITB |
| 5 | Not Admitted-Fee/PreQual/Technical LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | - | - | Not Admitted-Fee/PreQual/Technical Others-Not submitted the copy of Bank certificate to prove the available credit limit and proof for liquid cash asset to verify the working capital requirement as per clause 2.6 of Part VI of bid document as per 4.3.1.9 Hence Rejected based on Clause 5.4.4 |
Tender Value
₹8.5 Cr
EMD Value
₹2 L
Closing Date
25 Mar 2026, 4:00 pmClosed
Superintending Engineer
The Superintending Engineer, O/o the Superintending Engineer, Public Works Department (PWD), Buildings South Circle, Thiruvananthapuram
Provisions included are structural works, Masonry , finishing works, Water supply and Sanitary fittings, provision of road and interlocking work at entire yard, compound wall, retaining wall, firefighting arrangements etc
2026_PWD_846367_1
PWD/BLDG/TR/19913/2024_23_2_1
Open Tender
Civil Works - Buildings
Percentage
540 days
Kottayam
Please refer Tender documents.
9 documents required · 9 mandatory
₹13,010
Yes
₹2 L
Yes
16 Sept 2026
11 Mar 2026
28 Mar 2026
11 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1Appendix A :Building Proper(Civil work) | |||||
| 1.001 | 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 | 2,174.15 | sqm | 18.19 | ₹39,547.79 |
| 1.002 | 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 | 3,374.91 | cum | 257.63 | ₹8,69,477.03 |
| 1.003 | 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 | 520.18 | cum | 131.02 | ₹68,153.46 |
| 1.004 | OD316971/2025-2026:Chemical Blasting without using explosives and removing the hard rock ( measurement in solid) for the site leveling as per approved lines and levels etc. by drilling holes of suitable dia 20 cm c/c and filling it with a suitable chemical like accones etc. | 214.8 | cum | 3,278.9 | ₹7,04,307.72 |
| 1.005 | 2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | 180.47 | cum | 1,578.3 | ₹2,84,827.91 |
| 1.006 | 2.7.1: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.Ordinary rock | 1,285.75 | cum | 517.87 | ₹6,65,851.35 |
| 1.007 | OD316968/2025-2026:Supplying and fixing 16 mm dowel bars 1.50 mts long and bending height of 0.90 m from bottom level making 60 cm deep holes and placed in rod cement grouting 1 kg per hole etc complete | 432 | each | 605.38 | ₹2,61,524.16 |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 902.06 | sqm | 1,008.55 | ₹9,09,772.61 |
| 1.009 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 63.64 | sqm | 824.81 | ₹52,490.91 |
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