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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.8 LAccepted-Finance | ₹4.8 L | 1 | Accepted-Finance L1 |
| 2 | 2₹5.0 LRejected-Finance | ₹5.0 L | 2 | Rejected-Finance L2 |
| 3 | 3₹5.1 LRejected-Finance | ₹5.1 L | 3 | Rejected-Finance L3 |
| 4 | 4₹5.1 LRejected-Finance | ₹5.1 L | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | RENNY MON L4 | Pratheesh M L3 | Manoj Varkey L1 | Sinoj M George L2 |
|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF SIDE PROTECTION WALL AND STEP | |||||||
| 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 | 19.05 | cum | 338.41 ₹6,445.70 | 338.41 ₹6,445.70 | 321.12 ₹6,116.37 | 334.01 ₹6,361.89 |
| 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) | 4.81 | cum | 7,462.79 ₹35,888.56 | 7,462.79 ₹35,888.56 | 7,081.44 ₹34,054.64 | 7,365.77 ₹35,421.99 |
| 1.00 | 4.1.6A: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 manufactured sand derived from Recycled Concrete Aggregate
(RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)) | 43.4 | cum | 5,969.09 ₹2.6 L | 5,975 ₹2.6 L | 5,669.68 ₹2.5 L | 5,891.49 ₹2.6 L |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 139.4 | sqm | 799.85 ₹1.1 L | 790.68 ₹1.1 L | 750.28 ₹1.0 L | 779.58 ₹1.1 L |
| 1.00 | OD418870/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | 16.11 | cum | 5,776.65 ₹93,050.28 | 5,718.32 ₹92,110.70 | 5,426.11 ₹87,403.78 | 5,681.81 ₹91,522.60 |
| 1.01 | 16.87.2:Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of all colour except black, cherry/ruby red of area less than
0.50 sqm. | 0.35 | sqm | 5,385.71 ₹1,885 | 5,385 ₹1,884.75 | 5,109.83 ₹1,788.44 | 5,315.7 ₹1,860.50 |
| 1.01 | 16.21:Engraving letters in hard stone | 220.5 | per Letter per cm height | 12.29 ₹2,709.95 | 10.29 ₹2,268.95 | 9.76 ₹2,152.08 | 10.16 ₹2,240.28 |
Updated dates
Tender Value
₹5.1 L
EMD Value
₹12,710
Closing Date
14 Mar 2026, 6:00 pmClosed
BDO Parappa
Parappa 671533
MLA SDF-Construction of Side protection Wall on the side of the temple by the Kakkott Muthappan Thodu
2026_CRD_844432_1
PBP004/2025-26
Open Tender
Civil Works - Roads
360 days
Parappa Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
₹12,710
16 May 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
14 Mar 2026
6 Mar 2026
CONSTRUCTION OF SIDE PROTECTION WALL AND STEP
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
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)
4.1.6A: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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA))
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
OD418870/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)
16.87.2:Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm.
16.21:Engraving letters in hard stone
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