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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC Agreement Executed |
| 2 | L2₹2.9 CrRejected-AOC | ₹2.9 Cr | L2 | Rejected-AOC Agreement Executed |
| 3 | L3₹3.0 CrRejected-Finance | ₹3.0 Cr | L3 | Rejected-Finance Lowest bid accepted |
| 4 | L4₹3.2 CrRejected-Finance | ₹3.2 Cr | L4 | Rejected-Finance Lowest bid accepted |
| 5 | L5₹3.7 CrRejected-Finance | ₹3.7 Cr | L5 | Rejected-Finance Lowest bid accepted |
| Sl No | Description | Qty | Unit | SRG INFRA PROJECTS LLP L4 | NAMSHAD A. L1 | M P MUSHTHAK L5 | AK.DINESHAN L3 | Santhosh Kumar K.V. L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Retaining 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 | 704.7 | cum | 315 ₹2.2 L | 257.75 ₹1.8 L | 356.84 ₹2.5 L | 300 ₹2.1 L | 310 ₹2.2 L |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 702.08 | cum | 279 ₹2.0 L | 228.19 ₹1.6 L | 315.92 ₹2.2 L | 300 ₹2.1 L | 270 ₹1.9 L |
| 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) | 70.47 | cum | 6,937 ₹4.9 L | 5,684.21 ₹4.0 L | 7,869.43 ₹5.5 L | 6,500 ₹4.6 L | 6,050 ₹4.3 L |
| 1.00 | OD277692/2025-2026:Providing and laying in position machine batched and machine mixed design mix M- 30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Note : Cement Content considered in thsi item is @340kg/cum.Excess cement content as per mix design is not payable & less usage of cement is not recoverable All work above plinth level upto floor fifth level | 566.1 | cum | 11,379 ₹64.4 L | 9,324.16 ₹52.8 L | 12,908.72 ₹73.1 L | 9,000 ₹50.9 L | 11,100 ₹62.8 L |
| 1.00 | 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 | 1,42,657.2 | kilogram | 92 ₹1.3 Cr | 80.55 ₹1.1 Cr | 111.52 ₹1.6 Cr | 90 ₹1.3 Cr | 83 ₹1.2 Cr |
| 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 | 156.6 | sqm | 338 ₹52,930.80 | 276.69 ₹43,329.65 | 383.07 ₹59,988.76 | 500 ₹78,300 | 315 ₹49,329 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 313.2 | sqm | 668 ₹2.1 L | 546.63 ₹1.7 L | 756.78 ₹2.4 L | 800 ₹2.5 L | 595 ₹1.9 L |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 1,602 | sqm | 882 ₹14.1 L | 722.66 ₹11.6 L | 1,000.48 ₹16.0 L | 800 ₹12.8 L | 787 ₹12.6 L |
| 1.01 | 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) | 91.07 | cum | 7,299 ₹6.6 L | 5,978.41 ₹5.4 L | 8,276.74 ₹7.5 L | 5,500 ₹5.0 L | 6,300 ₹5.7 L |
Tender Value
₹3.4 Cr
EMD Value
₹1 L
Closing Date
23 Feb 2026, 3:00 pmClosed
Superintending Engineer
Buildings North Circle PWD Complex Mananchira Kozhikode
Construction of compound wall
2026_PWD_836065_1
PWD/BLDG/17071/2025-2026
Open Tender
Civil Works - Buildings
180 days
Koduvally
Please refer Tender documents.
10 documents required · 10 mandatory
₹8,270
Yes
₹1 L
Yes
30 Apr 2026
13 Feb 2026
25 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
Retaining wall
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
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)
OD277692/2025-2026:Providing and laying in position machine batched and machine mixed design mix M- 30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Note : Cement Content considered in thsi item is @340kg/cum.Excess cement content as per mix design is not payable & less usage of cement is not recoverable All work above plinth level upto floor fifth level
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
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)
OD266409/2024-2025:Dry Rubble masonry with hard stone in foundation and plinth including all cost of materials, all labour charges etc. complete
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