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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical Technically qualified it is rejected being L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically qualified it is rejected being L9 | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically qualified rejected being L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical Technically qualified it is rejected being L3 |
| Sl No | Description | Qty | Unit | Prakash S L8 | SULFIKER L7 | CITIZENS LABOUR FORCES DEVELOPMENT CO-OPERATIVE SICIETY Ltd No T-2185 L9 | Y SANTHOSHKUMAR L1 | SAMRIDHI STRUCTURES L6 | SUNEER.A L5 | ANOOP R L2 | Madhusoodanan L3 | JOSE C L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Building Proper | ||||||||||||
| 1.00 | OD206966/2025-2026: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 this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work above plinth level up to floor V level | 10.41 | cum | 12,000 ₹1,24,944 | 12,500 ₹1,30,150 | 12,500 ₹1,30,150 | 11,107.17 ₹1,15,647.85 Lowest | 12,000 ₹1,24,944 | 12,515.85 ₹1,30,315.03 | 11,306.7 ₹1,17,725.36 | 12,000 ₹1,24,944 | 12,750 ₹1,32,753 |
| 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) | 1.29 | cum | 7,500 ₹9,690 | 8,000 ₹10,336 | 7,500 ₹9,690 | 6,771.17 ₹8,748.35 Lowest | 7,200 ₹9,302.4 | 7,629.22 ₹9,856.95 | 6,892.8 ₹8,905.5 | 7,000 ₹9,044 | 8,109 ₹10,476.83 |
| 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 | 0.37 | cum | 400 ₹149.6 | 245 ₹91.63 Lowest | 650 ₹243.1 | 307.05 ₹114.84 | 300 ₹112.2 | 353.12 ₹132.07 | 312.56 ₹116.9 | 307 ₹114.82 | 367 ₹137.26 |
| 1.00 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1,153.04 | kg | 100 ₹1,15,304 | 99 ₹1,14,150.96 | 125 ₹1,44,130 | 95.96 ₹1,10,645.72 Lowest | 110 ₹1,26,834.4 | 104.78 ₹1,20,815.53 | 97.68 ₹1,12,628.95 | 100 ₹1,15,304 | 112 ₹1,29,140.48 |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 48.2 | sqm | 950 ₹45,785.25 | 900 ₹43,375.5 | 900 ₹43,375.5 | 872.28 ₹42,039.53 Lowest | 1,044 ₹50,315.58 | 1,013.26 ₹48,834.07 | 887.95 ₹42,794.75 | 900 ₹43,375.5 | 1,044 ₹50,315.58 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 55.92 | sqm | 700 ₹39,144 | 700 ₹39,144 | 950 ₹53,124 | 651.17 ₹36,413.43 Lowest | 779 ₹43,561.68 | 718.62 ₹40,185.23 | 662.86 ₹37,067.13 | 680 ₹38,025.6 | 779 ₹43,561.68 |
| 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 | 55.6 | sqm | 400 ₹22,240 | 375 ₹20,850 | 500 ₹27,800 | 329.61 ₹18,326.32 Lowest | 394 ₹21,906.4 | 367.58 ₹20,437.45 | 335.53 ₹18,655.47 | 340 ₹18,904 | 395 ₹21,962 |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 201.12 | cum | 8,000 ₹16,08,920 | 7,300 ₹14,68,139.5 | 8,650 ₹17,39,644.75 | 6,110.02 ₹12,28,816.67 | 7,100 ₹14,27,916.5 | 6,672.02 ₹13,41,843.3 | 6,219.78 ₹12,50,891.05 | 6,567 ₹13,20,722.21 | 6,000 ₹12,06,690 Lowest |
| 1.01 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 18.38 | cum | 8,000 ₹1,47,000 | 7,500 ₹1,37,812.5 | 9,000 ₹1,65,375 | 6,506.24 ₹1,19,552.16 | 7,600 ₹1,39,650 | 7,104.66 ₹1,30,548.13 | 6,623.12 ₹1,21,699.83 | 7,041 ₹1,29,378.38 | 6,300 ₹1,15,762.5 Lowest |
Tender Value
₹39.4 L
EMD Value
₹50,000
Closing Date
17 Jun 2026, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General-Construction of School building for Government Vocational Higher Secondary School Veeranakavu GF Balance work Civil work
2026_PWD_854505_1
TR/20918/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
30 Jul 2026
5 Jun 2026
19 Jun 2026
5 Jun 2026
17 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Proper | |||||
| 1.001 | OD206966/2025-2026: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 this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work above plinth level up to floor V level | - | 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) | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kg | - | - |
| 1.005 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | - | cum | - | - |
| 1.009 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | - | cum | - | - |
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