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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.6 LAdmitted-Fee/PreQual/Technical/Finance REVATHY POTHENCODE THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹96.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.0 Cr+₹5.8 L (5.99%)Admitted-Fee/PreQual/Technical/Finance | ₹1.0 Cr+₹5.8 L (5.99%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others- As per SBD, ITB clause 4.3.3. Duly filled and signed copy of bid submission letter as per item no-1 Part-VI of this bid document. |
| Sl No | Description | Qty | Unit | SAS L2 | GK NAIR L1 |
|---|---|---|---|---|---|
| 1.00Compound Wall | |||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 260.1 | cum | 2,000 ₹5,20,200 Lowest | 2,286.67 ₹5,94,762.87 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 56.4 | cum | 2,000 ₹1,12,800 | 1,915.91 ₹1,08,057.32 Lowest |
| 1.00 | 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 | 229.19 | cum | 367 ₹84,112.73 | 323.59 ₹74,163.59 Lowest |
| 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) | 27.66 | cum | 8,000 ₹2,21,280 | 7,136.08 ₹1,97,383.97 Lowest |
| 1.00 | OD250291/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:
Cement mortar 1:6 (1 cement : 6 coarse sand) | 77.53 | cum | 7,600 ₹5,89,266 | 6,770.06 ₹5,24,916.6 Lowest |
| 1.01 | OD213843/2025-2026:Random rubble masonry with departmental stone at site(50% of existing random rubble) in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | 130.05 | cum | 5,000 ₹6,50,250 | 4,818.79 ₹6,26,683.64 Lowest |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 26.3 | cum | 10,721 ₹2,81,994.46 | 9,435.24 ₹2,48,175.12 Lowest |
| 1.01 | OD250176/2025-2026: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 @ 340 kg/ cum. Excess / less cement as per design mix is not payable or recoverable . All work upto plinth level | 9.75 | cum | 11,222 ₹1,09,369.61 | 9,875.62 ₹96,247.79 Lowest |
| 1.01 | OD250175/2025-2026:Providing and laying in position machine batched and machine mixed design mix M30 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 @ 340 kg/ m3. Excess or less cement used as per design mix is not
payable or recoverable separately.All work above plinth level upto floor V level | 7.2 | cum | 13,302 ₹95,774.4 | 11,705.76 ₹84,281.47 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
19 Aug 2026, 4:00 pmClosed
The Superintending Engineer
O/o the Superintending Engineer, Public Works Department (PWD), Buildings South Circle, Thiruvananthapuram
GENERAL-Budget 2025-26 Construction of main entrance, compound wall and mortuary maintenance work in Valiyakunnu Taluk Hospital-Entrance and compound wall-General Civil Work
2026_PWD_865068_1
PWD/BLDG/TR/8608/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Wise
270 days
Thruvananthapuram
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,508
Yes
₹50,000
Yes
14 Sept 2026
11 Aug 2026
22 Aug 2026
11 Aug 2026
19 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound Wall | |||||
| 1.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | - | cum | - | - |
| 1.002 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1 | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 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) | - | cum | - | - |
| 1.005 | OD250291/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:
Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.006 | OD213843/2025-2026:Random rubble masonry with departmental stone at site(50% of existing random rubble) in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.007 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | OD250176/2025-2026: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 @ 340 kg/ cum. Excess / less cement as per design mix is not payable or recoverable . All work upto plinth level | - | cum | - | - |
| 1.009 | OD250175/2025-2026:Providing and laying in position machine batched and machine mixed design mix M30 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 @ 340 kg/ m3. Excess or less cement used as per design mix is not
payable or recoverable separately.All work above plinth level upto floor V level | - | cum | - | - |
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