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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC NANDANAM ALATHUKAVU KILIMANOOR PONGANADU P O PIN 695601 | KILIMANOOR | THIRUVANANTHAPURAM | KERALA | 695601 | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.4 L+₹20,441.98 (1.82%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹11.6 L+₹43,704.70 (3.90%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | GURUDAS.S L2 | NANDU L1 | MUHAMMED A L3 |
|---|---|---|---|---|---|---|
| 1.00BUILDING CONSTRUCTION | ||||||
| 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 | 34.93 | cum | 330.21 ₹11,532.91 Lowest | 400 ₹13,970.4 | 336.94 ₹11,767.97 |
| 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) | 8.11 | cum | 7,282.04 ₹59,042.78 Lowest | 7,500 ₹60,810 | 7,430.44 ₹60,246.01 |
| 1.00 | OD524779/2025-2026:DRY RUBBLE MASONRY _ Dry rubble with hard stone, including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete per approved drawing and relevant technical specification. | 13.43 | cum | 3,665.82 ₹49,224.63 Lowest | 4,000 ₹53,712 | 3,740.53 ₹50,227.84 |
| 1.00 | OD524796/2025-2026: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) | 6.85 | cum | 7,119.9 ₹48,799.79 Lowest | 7,500 ₹51,405 | 7,264.99 ₹49,794.24 |
| 1.00 | 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) | 6.04 | cum | 9,628.23 ₹58,183.39 | 9,000 ₹54,387 Lowest | 9,824.44 ₹59,369.09 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.72 | cum | 11,724.3 ₹8,441.5 Lowest | 12,000 ₹8,640 | 11,963.22 ₹8,613.52 |
| 1.01 | 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). | 9.27 | cum | 12,339.29 ₹1,14,348.2 | 12,000 ₹1,11,204 Lowest | 12,590.75 ₹1,16,678.48 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 16.04 | sqm | 354.48 ₹5,685.86 | 300 ₹4,812 Lowest | 361.7 ₹5,801.67 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 28.82 | sqm | 700.3 ₹20,182.65 | 400 ₹11,528 Lowest | 714.57 ₹20,593.91 |
Tender Value
₹12.7 L
EMD Value
₹31,780
Closing Date
18 Mar 2026, 5:00 pmClosed
ASHA N
LID AND EW SECTION NAVAIKULAM GP
NAVAIKULAM GP 2025 26 PRO. NO 402 CONSTRUCTION OF NEW BUILDING FOR PAIVELIKONAM ANGANEADI
2026_LSGD_846003_1
402/26
Open Tender
Civil Works - Roads
Item Rate
180 days
Navaikkulam GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,780
3 Aug 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
11 Mar 2026 - 18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING CONSTRUCTION | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD524779/2025-2026:DRY RUBBLE MASONRY _ Dry rubble with hard stone, including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete per approved drawing and relevant technical specification. | - | cum | - | - |
| 1.004 | OD524796/2025-2026: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) | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 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). | 1 | cum | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
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