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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | +8.87% | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹2.5 L (0.94%)Admitted-Finance | +9.89% | ₹2.7 Cr+₹2.5 L (0.94%) | L2 | Admitted-Finance |
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
19 Aug 2026, 11:30 amClosed
The Superintending Engineer, PWD Buildings Central
O/o The Superintending Engineer, PWD Buildings Central Circle Thrissur
CONSTRUCTION OF PWD REST HOUSE ANNEXE MUNNAR
2026_PWD_863069_1
PWD/BLDG/TR/6962/2024_23_2_1/1
Open Tender
Civil Works - Buildings
Percentage
540 days
PWD REST HOUSE MUNNAR
Please refer Tender documents.
16 documents required · 16 mandatory
₹9,759
Yes
₹1 L
Yes
PWD Buildings Central Circle Thrissur
22 Aug 2026
1 Aug 2026
21 Aug 2026
1 Aug 2026
19 Aug 2026
1 Aug 2026
7 Aug 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 |
|---|---|---|---|---|---|
| 1EXCAVATION(Civil work) | |||||
| 1.001 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.8 | cum | 3,671.89 | ₹2,937.51 |
| 2FOUNDATION(Civil work) | |||||
| 2.001 | 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 | 0.4 | cum | 359.72 | ₹143.53 |
| 2.002 | OD250396/2025-2026: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 up to bottom of pile cap). Note:- Cement content considered in this item is @ 340 kg/cum. Excess or less cement used as per design mix is not payable or recoverable separately. 500 mm dia piles | - | metre | 3,190.29 | - |
| 2.003 | OD250397/2025-2026: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 up to bottom of pile cap). Note:- Cement content considered in this item is @ 340 kg/cum. Excess or less cement used as per design mix is not payable or recoverable separately. 600 mm dia piles | - | metre | 4,360.51 | - |
| 2.004 | 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) | - | cum | 7,932.89 | - |
| 2.005 | 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 | 38,253.54 | - |
| 2.006 | OD50544/2026-2027: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 | 40,652.5 | - |
| 2.007 | 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 | 72,144.83 | - |
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