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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.6 L+₹14,150 (9.70%)Rejected-Finance M K ENGINEERS AND CONTRACTORS PARASSALA TVPM | PARASSALA | THIRUVANANTHAPURAM | KERALA | L2 | Rejected-Finance L2 | |
| 3 | L3₹1.8 L+₹32,156 (22.0%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MANOJ KUMAR S (M.K.Engineers And Contractor) L2 | MOHAN P L1 | JITHU V S L3 |
|---|---|---|---|---|---|---|
| 1.00Maintenance | ||||||
| 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 | 4.69 | cum | 800 ₹3,750.4 | 1,632.88 ₹7,654.94 | 427.89 ₹2,005.95 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 | 5.25 | cum | 200 ₹1,050 Lowest | 275.79 ₹1,447.9 | 365.98 ₹1,921.4 |
| 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) | 0.75 | cum | 5,000 ₹3,750 Lowest | 6,081.89 ₹4,561.42 | 8,101.57 ₹6,076.18 |
| 1.00 | OD57229/2026-2027:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 5.44 | cum | 6,000 ₹32,616 | 5,794.39 ₹31,498.3 Lowest | 7,225.85 ₹39,279.72 |
| 1.00 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 4.69 | cum | 7,500 ₹35,160 | 4,858.37 ₹22,776.04 Lowest | 6,450.85 ₹30,241.58 |
| 1.01 | OD350760/2025-2026:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in coping in cement mortar 1:4 | 12.5 | metre | 2,200 ₹27,500 | 977.49 ₹12,218.63 Lowest | 1,280.59 ₹16,007.38 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 62.5 | sqm | 365 ₹22,812.5 | 283.49 ₹17,718.13 Lowest | 375.58 ₹23,473.75 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 212.5 | sqm | 100 ₹21,250 Lowest | 160.44 ₹34,093.5 | 190.71 ₹40,525.88 |
| 1.01 | OD350762/2025-2026:Engaging Labor for various work | 2 | each | 1,000 ₹2,000 | 829.67 ₹1,659.34 Lowest | 1,101.25 ₹2,202.5 |
Tender Value
₹1.9 L
EMD Value
₹4,864
Closing Date
27 Jun 2026, 11:00 amClosed
The Assistant Executive Engineer, PWD Building
O/o the Assistant Executive Engineer, PWD Buildings Sub division, PMG, Thiruvananthapuram.
GENERAL General Hospital Reconstruction of damaged Compound wall Near DHS General Civil Work
2026_PWD_856642_1
PWD/BLDG/TR/4620/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Wise
90 days
Thiruvananthapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,864
Yes
14 Jul 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD57229/2026-2027: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 | - | - |
| 1.005 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.006 | OD350760/2025-2026:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in coping in cement mortar 1:4 | - | metre | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.008 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | - | sqm | - | - |
| 1.009 | OD350762/2025-2026:Engaging Labor for various work | - | each | - | - |
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