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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹2.3 Cr+₹14.5 L (6.82%)Rejected-Finance | ₹2.3 Cr+₹14.5 L (6.82%) | L2 | Rejected-Finance AGREEMENT EXECUTED |
| 3 | L3₹2.3 Cr+₹20.9 L (9.80%)Rejected-Finance DOOR NO 2 859J KBNSS LTD BUILDING II FLLOOR ERANHIPALAM P O KOXHIKODE 673006 | KOZHIKODE | KERALA | 673006 | ₹2.3 Cr+₹20.9 L (9.80%) | L3 | Rejected-Finance AGREEMENT EXECUTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical L9 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
Tender Value
₹2.7 Cr
EMD Value
₹1 L
Closing Date
18 Jun 2026, 3:00 pmClosed
Executive engineer
pwd buildings division kalpetta
Wayanad Development Package-Polytechnic College Mananthavdy Dwaraka-Construction of Retaining wall and Compound wall-work Composite Work
2026_PWD_855350_1
PWD/BLDG/2227/2026-2027
Open Tender
Civil Works - Buildings
Percentage
240 days
Polytechnic College Mananthavdy Dwaraka
Please refer Tender documents.
8 documents required · 8 mandatory
₹9,759
₹1 L
Yes
9 Sept 2026
10 Jun 2026
20 Jun 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall(Civil work) | |||||
| 1.001 | 2.6.1: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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.6 | cum | 240.45 | ₹144.27 |
| 1.002 | 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 | 0.2 | cum | 335.74 | ₹67.15 |
| 1.003 | 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) | 0.8 | cum | 7,404.03 | ₹5,923.22 |
| 1.004 | 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 | 9,789.52 | - |
| 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). | 0.6 | cum | 12,546 | ₹7,527.6 |
| 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) | 0.2 | cum | 11,920.7 | ₹2,372.22 |
| 1.007 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | 783.63 | ₹782.85 |
| 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 | - | sqm | 360.41 | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | 941.31 | ₹940.37 |
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