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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.8 CrAccepted-Finance | 1 | Accepted-Finance PQ approved | |
| 2 | 2₹11.9 Cr+₹7.0 L (0.59%)Accepted-Finance THOTTAPPALLY HOUSE EMILY KALPETTA P O KERALA 673121 | WAYANAD | KERALA | 673121 | 2 | Accepted-Finance PQ approved |
Tender Value
₹12.5 Cr
EMD Value
₹5 L
Closing Date
4 Mar 2026, 3:00 pmClosed
Superintending Engineer, Buildings North Circl
Superintending Engineer, Buildings North Circle
The structural components of the building comprise pile foundations of 600 mm and 700 mm diameters, and an RCC framed structure using M30 grade concrete for columns and slabs. The superstructure is constructed with good quality solid block
2026_PWD_840998_1
PWD/BLDG/TR/3027/2026_23_2_1/1
Open Tender
Civil Works - Buildings
Percentage
540 days
Vythiri
Please refer Tender documents.
15 documents required · 15 mandatory
₹16,540
Yes
₹5 L
Yes
12 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
4 Mar 2026
26 Feb 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 - Construction of Building (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 | - | sqm | 16.97 | - |
| 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 | 0.8 | cum | 240.45 | ₹192.36 |
| 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 | 1 | cum | 122.28 | ₹122.16 |
| 1.004 | OD332309/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).600 mm dia piles | 1 | metre | 3,831.98 | ₹3,828.15 |
| 1.005 | OD318534/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M30 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be
measured upto bottom of pile cap).Note: Excess cement used as per design mix is not payable
or recoverable separately. 700 mm dia piles | 1 | metre | 4,878.65 | ₹4,873.77 |
| 1.006 | OD318541/2025-2026:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Single pile above 100 tonne and upto 150 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) | - | per test | 35,703.35 | - |
| 1.007 | OD318542/2025-2026:Vertical load testing (INITIAL) of piles in accordance with IS : 2911(Part -IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. compete as per specification & above 100 Tonne and up to 150 Tonne | - | per test | 67,335.64 | - |
| 1.008 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) | - | per test | 67,335.17 | - |
| 1.009 | 20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) | - | per test | 35,703.3 | - |
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