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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.1 LAccepted-AOC CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | ₹30.1 L | L1 | Accepted-AOC Agreement had been executed by L1 |
| 2 | L2₹32.3 L+₹2.2 L (7.38%)Rejected-AOC | ₹32.3 L+₹2.2 L (7.38%) | L2 | Rejected-AOC Agreement had been executed by L1 |
| 3 | L3₹32.7 L+₹2.6 L (8.67%)Rejected-AOC | ₹32.7 L+₹2.6 L (8.67%) | L3 | Rejected-AOC Agreement had been executed by L1 |
| 4 | L4₹33.0 L+₹2.9 L (9.78%)Rejected-AOC | ₹33.0 L+₹2.9 L (9.78%) | L4 | Rejected-AOC Agreement had been executed by L1 |
| Sl No | Description | Qty | Unit | Barkath Construction L2 | BIJU L1 | K Abdul Rehiman L3 | KURUDATH GROUP OF COMPANIES L4 |
|---|---|---|---|---|---|---|---|
| 1.00Polythelene water tank system with concrete platform and pipe line integration | |||||||
| 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 | 23.4 | cum | 342.77 ₹8,020.82 | 250 ₹5,850 Lowest | 350 ₹8,190 | 360.11 ₹8,426.57 |
| 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) | 3.9 | cum | 7,559.25 ₹29,481.08 | 7,500 ₹29,250 Lowest | 7,900 ₹30,810 | 7,726.64 ₹30,133.9 |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.61 | cum | 9,494.62 ₹1,00,718.93 | 8,500 ₹90,168 Lowest | 9,700 ₹1,02,897.6 | 9,704.87 ₹1,02,949.26 |
| 1.00 | 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) | 2.03 | cum | 12,170.61 ₹24,730.68 | 8,500 ₹17,272 Lowest | 12,500 ₹25,400 | 12,440.19 ₹25,278.47 |
| 1.00 | 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). | 34.68 | cum | 12,809.01 ₹4,44,267.7 | 9,500 ₹3,29,498 Lowest | 13,000 ₹4,50,892 | 13,092.64 ₹4,54,105.13 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 247.23 | sqm | 726.94 ₹1,79,721.38 | 350 ₹86,530.5 Lowest | 750 ₹1,85,422.5 | 743.05 ₹1,83,704.25 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 32.5 | sqm | 961.04 ₹31,233.8 | 350 ₹11,375 Lowest | 1,000 ₹32,500 | 982.33 ₹31,925.73 |
| 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 | 3,493.68 | kilogram | 107.13 ₹3,74,278.37 | 95 ₹3,31,899.98 Lowest | 110 ₹3,84,305.24 | 109.51 ₹3,82,593.33 |
| 1.01 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 1,00,000 | Litre | 11.57 ₹11,57,000 | 10 ₹10,00,000 Lowest | 11.5 ₹11,50,000 | 11.84 ₹11,84,000 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
30 Mar 2026, 4:00 pmClosed
Assistant Executive Engineer(Agri)
O/o Assistant Executive Engineer(Agri), Kureeppuzha, Kavaanad P.O, Kollam-691003
Construction of Elevated Water storage facility at DAF Anchal Polyethylene water tank with concrete platform and pipeline integration
2026_AGRI_847031_1
AE2 240/2025
Open Tender
Civil Works - Others
Item Rate
300 days
DAF Anchal
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
Yes
29 Jun 2026
12 Mar 2026
1 Apr 2026
12 Mar 2026
30 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Polythelene water tank system with concrete platform and pipe line integration | |||||
| 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) | - | cum | - | - |
| 1.003 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 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). | 1 | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.008 | 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 | 0.6 | kilogram | - | - |
| 1.009 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | - | Litre | - | - |
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