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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹10.7 L+₹25,256.85 (2.43%)Rejected-AOC | L2 | Rejected-AOC second lowest | |
| 3 | L3₹10.8 L+₹41,917.03 (4.03%)Rejected-AOC | L3 | Rejected-AOC Third lowest | |
| 4 | L4₹11.5 L+₹1.1 L (10.5%)Rejected-AOC | L4 | Rejected-AOC Fourth lowest |
| Sl No | Description | Qty | Unit | GNATH BUILDERS AND DEVELOPERS L4 | AKHIL VS L2 | KAMARUDEEN N L3 | Rajeev G L1 |
|---|---|---|---|---|---|---|---|
| 1.00Protection Wall | |||||||
| 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 | 49.08 | cum | 350 ₹17,178 | 280 ₹13,742.4 | 425 ₹20,859 | 250 ₹12,270 Lowest |
| 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) | 8.18 | cum | 7,500 ₹61,350 | 7,600 ₹62,168 | 7,449.3 ₹60,935.27 | 6,400 ₹52,352 Lowest |
| 1.00 | 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) | 69.23 | cum | 7,800 ₹5,40,017.4 | 7,650 ₹5,29,632.45 | 6,800 ₹4,70,784.4 Lowest | 6,800 ₹4,70,784.4 Lowest |
| 1.00 | 16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 450 | sqm | 1,100 ₹4,95,000 | 960 ₹4,32,000 Lowest | 1,100 ₹4,95,000 | 1,050 ₹4,72,500 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.4 | cum | 8,500 ₹20,400 | 7,500 ₹18,000 Lowest | 8,335 ₹20,004 | 8,200 ₹19,680 |
| 1.01 | OD331210/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.(from 60.6) | 45 | metre | 110 ₹4,950 | 110 ₹4,950 | 110 ₹4,950 | 50 ₹2,250 Lowest |
| 1.01 | OD331206/2025-2026:engaging coolie | 12 | each | 950 ₹11,400 | 500 ₹6,000 Lowest | 885.03 ₹10,620.36 | 950 ₹11,400 |
Tender Value
₹12.7 L
EMD Value
₹31,777
Closing Date
15 Jun 2026, 2:00 pmClosed
AEE
O/O AEE P.W.D Building SubDivision Adoor
Construction of Protection wall and Formation of Parking area in the yard near Judicial first class Magistrate Court Adoorr
2026_PWD_854591_1
PWD/BLDG/TR/3468/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
150 days
Adoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,777
Yes
30 Jul 2026
6 Jun 2026
17 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection Wall | |||||
| 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 | 1 | 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 | 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) | 0.2 | cum | - | - |
| 1.004 | 16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | - | sqm | - | - |
| 1.005 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | OD331210/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.(from 60.6) | - | metre | - | - |
| 1.007 | OD331206/2025-2026:engaging coolie | - | each | - | - |
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