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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹9.1 L+₹10,061 (1.11%)Rejected-Finance | L2 | Rejected-Finance L2 bidder | |
| 3 | L3₹9.4 L+₹35,809 (3.96%)Rejected-Finance | L3 | Rejected-Finance L3 bidder | |
| 4 | L4₹9.5 L+₹45,691 (5.05%)Rejected-Finance | L4 | Rejected-Finance L4 bidder | |
| 5 | L5₹9.6 L+₹54,647 (6.05%)Rejected-Finance BERKA HOUSE CHERKALA CHENGALA KASARGOD 671541 | CHERKALA | KASARAGOD | KERALA | 671541 | L5 | Rejected-Finance L5 bidder |
| Sl No | Description | Qty | Unit | C P SANTHOSH L2 | IJAS C L5 | ABID K A L3 | ASHIF PK L4 | RAHOOF C P L6 | ABDUL MOUSUF K M L1 | MUHSIN C L7 | SATHEESH A L9 | MUHAMMED SHAMSEER P L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Compound wall | ||||||||||||
| 1.01 | 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 | 38.64 | cum | 1,945.48 ₹75,173.35 | 2,040.38 ₹78,840.45 | 2,000.29 ₹77,291.15 | 1,000 ₹38,640 Lowest | 2,161.38 ₹83,515.87 | 1,643.97 ₹63,523 | 2,162.1 ₹83,543.54 | 2,310.85 ₹89,291.4 | 2,263.4 ₹87,457.78 |
| 1.02 | 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 | 7.65 | cum | 1,630.04 ₹12,469.81 | 1,709.55 ₹13,078.07 | 1,675.96 ₹12,821.07 | 1,000 ₹7,650 Lowest | 1,810.93 ₹13,853.62 | 1,698.47 ₹12,993.3 | 1,811.53 ₹13,858.2 | 1,936.17 ₹14,811.67 | 1,896.41 ₹14,507.54 |
| 1.03 | 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. | 3.22 | cum | 2,810.22 ₹9,048.91 | 2,947.31 ₹9,490.33 | 2,889.39 ₹9,303.83 | 1,000 ₹3,220 Lowest | 3,122.09 ₹10,053.12 | 2,880.06 ₹9,273.79 | 3,123.12 ₹10,056.45 | 3,338 ₹10,748.35 | 3,269.45 ₹10,527.63 |
| 1.04 | 60.7.9 RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 23.18 | cum | 4,510 ₹1,04,559.84 | 4,955.94 ₹1,14,898.49 | 4,858.55 ₹1,12,640.61 | 3,300 ₹76,507.2 Lowest | 5,249.84 ₹1,21,712.24 | 5,068.75 ₹1,17,513.9 | 5,251.57 ₹1,21,752.4 | 5,612.89 ₹1,30,129.23 | 5,497.63 ₹1,27,457.05 |
| 1.05 | 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 15.46 | cum | 6,442.74 ₹99,578.99 Lowest | 6,697.04 ₹1,03,509.51 | 6,565.44 ₹1,01,475.42 | 7,400 ₹1,14,374.4 | 7,094.19 ₹1,09,647.86 | 6,447.45 ₹99,651.79 | 7,096.53 ₹1,09,683.97 | 7,584.79 ₹1,17,230.53 | 7,429.05 ₹1,14,823.4 |
| 1.06 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 3.22 | cum | 10,287.72 ₹33,126.46 | 10,789.56 ₹34,742.38 | 10,577.53 ₹34,059.65 | 10,000 ₹32,200 | 11,429.41 ₹36,802.69 | 9,472.48 ₹30,501.39 Lowest | 11,433.17 ₹36,814.81 | 12,219.8 ₹39,347.77 | 11,968.88 ₹38,539.79 |
| 1.07 | 5.22A.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 257.6 | kg | 86.04 ₹22,163.9 | 90.24 ₹23,245.77 | 88.47 ₹22,788.97 | 95 ₹24,472 | 95.59 ₹24,624.3 | 85.51 ₹22,027.38 Lowest | 95.62 ₹24,631.71 | 102.2 ₹26,327.19 | 100.1 ₹25,785.76 |
| 1.08 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 15.2 | sqm | 583.86 ₹8,874.67 Lowest | 612.34 ₹9,307.53 | 600.3 ₹9,124.62 | 650 ₹9,880 | 648.65 ₹9,859.48 | 597.22 ₹9,077.74 | 648.86 ₹9,862.67 | 693.51 ₹10,541.31 | 679.27 ₹10,324.9 |
| 1.09 | 50.6.7.2 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 38.09 | cum | 6,861.16 ₹2,61,341.58 | 7,195.86 ₹2,74,090.34 | 7,054.45 ₹2,68,704.14 | 9,000 ₹3,42,810 | 7,622.59 ₹2,90,344.53 | 6,589.37 ₹2,50,989.1 Lowest | 7,625.1 ₹2,90,440.06 | 8,149.73 ₹3,10,423.24 | 7,982.39 ₹3,04,049.24 |
Tender Value
₹11.1 L
EMD Value
₹27,870
Closing Date
7 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Compound wall and relaying Interlock
2026_SKF_874626_1
171/SKF/CE/2026-27
Open Tender
Civil Works - Others
Item Rate
30 days
Kannur
Please refer tender document
6 documents required · 6 mandatory
₹2,950
₹27,870
3 Nov 2026
29 Sept 2026
9 Oct 2026
29 Sept 2026
7 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound wall | |||||
| 1.01 | 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 | 38.64 | cum | - | - |
| 1.02 | 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 | 7.65 | cum | - | - |
| 1.03 | 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. | 3.22 | cum | - | - |
| 1.04 | 60.7.9 RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 23.18 | cum | - | - |
| 1.05 | 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 15.46 | cum | - | - |
| 1.06 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 3.22 | cum | - | - |
| 1.07 | 5.22A.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 257.6 | kg | - | - |
| 1.08 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 15.2 | sqm | - | - |
| 1.09 | 50.6.7.2 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 38.09 | cum | - | - |
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