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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | ₹5.2 L | L1 | Accepted-AOC L1 hence accepted |
| 2 | L2₹5.5 L+₹28,366.96 (5.44%)Rejected-AOC | ₹5.5 L+₹28,366.96 (5.44%) | L2 | Rejected-AOC Higher rate hence rejected |
| Sl No | Description | Qty | Unit | B and B Engineers L1 | Ayalukunnel Constructions L2 |
|---|---|---|---|---|---|
| 1.00WATER SUPPLY | |||||
| 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 | 7.11 | cum | 359.73 ₹2,556.96 | 359.72 ₹2,556.89 Lowest |
| 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) | 0.78 | cum | 7,932.89 ₹6,219.39 Lowest | 7,932.89 ₹6,219.39 Lowest |
| 1.00 | OD387247/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 4.06 | cum | 3,500 ₹14,196 Lowest | 3,993.46 ₹16,197.47 |
| 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) | 4.61 | cum | 7,500 ₹34,560 Lowest | 8,343.49 ₹38,446.8 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.9 | cum | 9,235.96 ₹8,275.42 Lowest | 9,235.97 ₹8,275.43 |
| 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 | 32.71 | kilogram | 112.43 ₹3,677.14 Lowest | 112.43 ₹3,677.14 Lowest |
| 1.01 | 5.9.21:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. | 1.44 | sqm | 877.1 ₹1,263.02 Lowest | 877.1 ₹1,263.02 Lowest |
| 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. | 5,000 | Litre | 12.15 ₹60,750 Lowest | 12.15 ₹60,750 Lowest |
| 1.01 | OD387257/2025-2026:Supplying and laying HDPE pipes PE 100,10kg.63mm outer dia with out trenching and refilling | 1,085 | metre | 300 ₹3,25,500 Lowest | 321.85 ₹3,49,207.25 |
Tender Value
₹5.5 L
EMD Value
₹13,760
Closing Date
21 Jan 2026, 11:00 amClosed
Nithin D
O/o,Assistant Executive Engineer, LSGD Subdivision Kanjirappally
Annual Plan-2025-26 Kanjirappally Block (Project No 66/26)-Mundakkayam GP Karadimala Drinking Water Scheme-General Civil Work
2025_LSGD_819266_8
06/2025/AEE/LIDEW/KPLY/6PHASE dtd.05/11/2025
Open Tender
Civil Works - Others
Item Rate
180 days
Kanjirappally
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
Yes
₹13,760
Yes
21 Aug 2026
13 Jan 2026
22 Jan 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
WATER SUPPLY
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)
OD387247/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 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
5.9.21:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick.
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.
OD387257/2025-2026:Supplying and laying HDPE pipes PE 100,10kg.63mm outer dia with out trenching and refilling
OD387328/2025-2026:Supplying and laying HDPE pipes PE 100, 10 Kgf/cm2, 50mm outer dia including fittigs and joints connected with mirror jointing etc. complet
OD387327/2025-2026:Supplying and laying HDPE pipes PE 100, 10 Kgf/cm2, 40mm outer dia including fittigs and joints connected with mirror jointing etc. complete
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