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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-Finance | L1 | Accepted-Finance Lowest tender approved by Parappa block Committee. | |
| 2 | L2₹17.9 L+₹50,567.68 (2.90%)Rejected-Finance | L2 | Rejected-Finance Lowest tender approved by Parappa block Committee. |
| Sl No | Description | Qty | Unit | SHYNE DAS P L1 | MADIKAI PANCHAYATH LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD NO S L2 |
|---|---|---|---|---|---|
| 1.00TAKE A BREAK - TOILET | |||||
| 1.00 | 2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 32.84 | cum | 416.54 ₹13,680.84 Lowest | 428.62 ₹14,077.6 |
| 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) | 6.49 | cum | 6,380.69 ₹41,404.3 Lowest | 6,565.76 ₹42,605.22 |
| 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) | 15.88 | cum | 8,436.47 ₹1,33,996.45 Lowest | 8,681.18 ₹1,37,883.18 |
| 1.00 | 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) | 4.46 | cum | 10,273.09 ₹45,766.62 Lowest | 10,571.07 ₹47,094.12 |
| 1.00 | 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). | 20 | cum | 10,811.96 ₹2,16,206.76 Lowest | 11,125.57 ₹2,22,478.02 |
| 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 | 43.29 | sqm | 310.6 ₹13,445.87 Lowest | 319.6 ₹13,835.48 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 61.2 | sqm | 811.21 ₹49,646.05 Lowest | 834.74 ₹51,086.09 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 147.74 | sqm | 613.62 ₹90,654.99 Lowest | 631.41 ₹93,283.25 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 37 | metre | 183.49 ₹6,789.13 Lowest | 188.81 ₹6,985.97 |
Tender Value
₹20.4 L
EMD Value
₹50,000
Closing Date
16 Mar 2026, 5:00 pmClosed
Assistant Engineer
O/o The AE, LID And EW Subdivision , Parappa
Building construction
2026_LSGD_839354_6
TN/04/2025-26/AE/LID and EWPBP
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kinanoor Karinthalam GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
1 Jul 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TAKE A BREAK - TOILET | |||||
| 1.001 | 2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | - | 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) | 1 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.2 | sqm | - | - |
| 1.009 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
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