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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC | ₹11.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.6 LRejected-AOC | ₹12.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹12.7 LRejected-Finance PADINJARE VEETTIL KUNIYAN KARIVELLUR | ERNAKULAM | KERALA | 680667 | ₹12.7 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | KRISHNAN P V L3 | M SUKUMARAN L2 | MASHOOD AJ L1 |
|---|---|---|---|---|---|---|
| 1.00compound wall with fencing at Rest house Payyannur. | ||||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 135 | sqm | 108.84 ₹14,693.40 | 107.42 ₹14,501.70 | 98.32 ₹13,273.20 |
| 1.00 | 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. | 1.46 | cum | 2,978.15 ₹4,342.14 | 2,939.42 ₹4,285.67 | 2,690.27 ₹3,922.41 |
| 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 | 96.03 | cum | 291.76 ₹28,017.71 | 287.96 ₹27,652.80 | 263.56 ₹25,309.67 |
| 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) | 9.89 | cum | 6,434.1 ₹63,620.38 | 6,343.77 ₹62,727.20 | 5,812.16 ₹57,470.64 |
| 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) | 64.39 | cum | 6,767.13 ₹4.4 L | 6,679.13 ₹4.3 L | 6,113 ₹3.9 L |
| 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 | 14.4 | sqm | 313.2 ₹4,510.08 | 309.12 ₹4,451.33 | 282.92 ₹4,074.05 |
| 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) | 2.04 | cum | 10,359.09 ₹21,080.75 | 10,224.36 ₹20,806.57 | 9,357.75 ₹19,043.02 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 305.25 | kilogram | 91.18 ₹27,832.70 | 89.99 ₹27,469.45 | 82.37 ₹25,143.44 |
| 1.01 | OD72913/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35 x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 32.52 | cum | 5,911.51 ₹1.9 L | 5,828.51 ₹1.9 L | 5,340.09 ₹1.7 L |
Tender Value
₹14.7 L
EMD Value
₹36,646
Closing Date
16 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEERPWD BUILDINGS DIVISION, THALASSERY
Reconstruction Compound wall at PWD Rest House Payyannur General Civil Work
2026_PWD_834637_1
74/2025-26
Open Tender
Civil Works - Buildings
180 days
Payyannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹36,646
Yes
6 Jun 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
compound wall with fencing at Rest house Payyannur.
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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.
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)
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD72913/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35 x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD268780/2025-2026:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
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