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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr−₹12.5 L (7.91%)Rejected-AOC | ₹1.5 Cr−₹12.5 L (7.91%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr−₹10.3 L (6.52%)Rejected-Finance HABUNAGAPPALLY V PO | KOLLAM | KERALA | 689694 | ₹1.5 Cr−₹10.3 L (6.52%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.5 Cr−₹8.1 L (5.15%)Rejected-Finance | ₹1.5 Cr−₹8.1 L (5.15%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.5 Cr−₹7.6 L (4.82%)Rejected-Finance 25 P NO 310 | ₹1.5 Cr−₹7.6 L (4.82%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | DAVID RAJ L1 | SHANAVAS L2 | SUNIL M L7 | MADATHIL L6 | BLCCS LTD L8 | Abdul Azeez S L3 | IRSHAD C.A L5 | SHAJI.P L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A- Building Proper | |||||||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 114 | sqm | 8 ₹912 Lowest | 8 ₹912 Lowest | 8.7 ₹991.8 | 9 ₹1,026 | 9 ₹1,026 | 9.27 ₹1,056.78 | 8.75 ₹997.5 | 9 ₹1,026 |
| 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 | 65.53 | cum | 320 ₹20,968 | 300 ₹19,657.5 Lowest | 344 ₹22,540.6 | 359 ₹23,523.48 | 348 ₹22,802.7 | 359.72 ₹23,570.65 | 339.72 ₹22,260.15 | 315 ₹20,640.38 |
| 1.00 | OD82888/2024-2025:Improvement of foundation by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 4.75mm to 6 mm ) having CBR Value - 20 | 5.62 | cum | 2,435 ₹13,674.96 Lowest | 3,000 ₹16,848 | 2,616.8 ₹14,695.95 | 2,736 ₹15,365.38 | 2,653 ₹14,899.25 | 2,736.98 ₹15,370.88 | 2,584.8 ₹14,516.24 | 2,735 ₹15,359.76 |
| 1.00 | OD82889/2024-2025:Providing stone columns of 100 mm diameter using 12.5 mm and down graded metal at 35cm center to center and disposable MS cone 1.50 mm thick of suitable size at bottom including the cost of MS cone etc. complete as directed by departmental officers at site. 4.00m depth stone columns . Numbers of MS Cone = 165/5.50 = 30 Nos | 3,920 | metre | 98 ₹3,84,160 Lowest | 110 ₹4,31,200 | 105.4 ₹4,13,168 | 110 ₹4,31,200 | 106 ₹4,15,520 | 110.36 ₹4,32,611.2 | 104.22 ₹4,08,542.4 | 112 ₹4,39,040 |
| 1.00 | OD82890/2024-2025:Conducting Plate load test | 1 | per test | 13,438 ₹13,438 Lowest | 16,500 ₹16,500 | 14,437 ₹14,437 | 15,099 ₹15,099 | 14,646 ₹14,646 | 15,099.5 ₹15,099.5 | 14,259.97 ₹14,259.97 | 15,000 ₹15,000 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 33.2 | cum | 283 ₹9,395.6 Lowest | 285 ₹9,462 | 304.4 ₹10,106.08 | 318 ₹10,557.6 | 308 ₹10,225.6 | 318.47 ₹10,573.2 | 300.76 ₹9,985.23 | 290 ₹9,628 |
| 1.01 | 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) | 11.36 | cum | 7,060 ₹80,201.6 Lowest | 7,250 ₹82,360 | 7,584.7 ₹86,162.19 | 7,932 ₹90,107.52 | 7,694 ₹87,403.84 | 7,932.89 ₹90,117.63 | 7,491.82 ₹85,107.08 | 7,220 ₹82,019.2 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.46 | cum | 7,626 ₹18,737.08 Lowest | 7,750 ₹19,041.75 | 8,193 ₹20,130.2 | 8,569 ₹21,054.03 | 8,311 ₹20,420.13 | 8,569.14 ₹21,054.38 | 8,092.7 ₹19,883.76 | 8,500 ₹20,884.5 |
| 1.01 | OD82891/2024-2025:Providing and laying in position machine batched and machine mixed design mix M-25 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 @ 330 kg/ cum. Excess or less cement used as per design mix is not payable or not recoverable separately. All work upto plinth level | 27.62 | cum | 9,691 ₹2,67,684.8 Lowest | 10,750 ₹2,96,936.5 | 10,411.6 ₹2,87,589.22 | 10,889 ₹3,00,775.96 | 10,562 ₹2,91,743.56 | 10,889.57 ₹3,00,791.7 | 10,284.11 ₹2,84,067.69 | 9,700 ₹2,67,933.4 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
13 Jul 2026, 6:00 pmClosed
Superintending Engineer
The Superintending Engineer, O/o the Superintending Engineer, Public Works Department (PWD), Buildings South Circle, Thiruvananthapuram
GENERAL - GEDN - Annual Plan 2025-26 - Construction of School Building (Phase 2) for GGHSS Kayamkulam - General Civil Work
2026_PWD_858479_1
PWD/BLDG/TR/11023/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Wise
Kayamkulam
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,508
Yes
₹50,000
Yes
21 Aug 2026
1 Jul 2026
16 Jul 2026
1 Jul 2026
13 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A- Building Proper | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 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 | OD82888/2024-2025:Improvement of foundation by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 4.75mm to 6 mm ) having CBR Value - 20 | 1 | cum | - | - |
| 1.004 | OD82889/2024-2025:Providing stone columns of 100 mm diameter using 12.5 mm and down graded metal at 35cm center to center and disposable MS cone 1.50 mm thick of suitable size at bottom including the cost of MS cone etc. complete as directed by departmental officers at site. 4.00m depth stone columns . Numbers of MS Cone = 165/5.50 = 30 Nos | - | metre | - | - |
| 1.005 | OD82890/2024-2025:Conducting Plate load test | - | per test | - | - |
| 1.006 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.009 | OD82891/2024-2025:Providing and laying in position machine batched and machine mixed design mix M-25 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 @ 330 kg/ cum. Excess or less cement used as per design mix is not payable or not recoverable separately. All work upto plinth level | 1 | cum | - | - |
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