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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | ₹2.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SHABEEB MOHAMMED M D L3 | SABASTIAN MD L1 | rajith k L2 |
|---|---|---|---|---|---|---|
| 1.00BUILDING MAINTENANCE WORK | ||||||
| 1.00 | 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 | 2.23 | cum | 350 ₹781.90 | 230.22 ₹514.31 | 236.16 ₹527.58 |
| 1.00 | OD481780/2025-2026:od485449/2019_2020 :Laterite masonry in CM 1:6 using neatly dressed laterite stone of size 35x20x20 cm for foundation and basement including all cost of materials labour charges etc complete for foundation and basement | 6.22 | cum | 5,718.32 ₹35,590.82 | 5,431.83 ₹33,807.71 | 5,571.93 ₹34,679.69 |
| 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) | 0.36 | cum | 7,462.79 ₹2,694.07 | 7,088.9 ₹2,559.09 | 7,271.74 ₹2,625.10 |
| 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) | 0.86 | cum | 8,688.66 ₹7,463.56 | 8,253.36 ₹7,089.64 | 8,466.23 ₹7,272.49 |
| 1.00 | 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. | 1,500 | Litre | 11.43 ₹17,145 | 10.86 ₹16,290 | 11.14 ₹16,710 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 16 | sqm | 347.85 ₹5,565.60 | 330.42 ₹5,286.72 | 338.95 ₹5,423.20 |
| 1.01 | 50.18.9.16.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall | 10 | metre | 414.13 ₹4,141.30 | 393.38 ₹3,933.80 | 403.53 ₹4,035.30 |
| 1.01 | 50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2 | 240 | metre | 307.98 ₹73,915.20 | 292.55 ₹70,212 | 300.1 ₹72,024 |
| 1.01 | 50.18.9.5.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2 | 220 | metre | 258.57 ₹56,885.40 | 245.62 ₹54,036.40 | 251.95 ₹55,429 |
Tender Value
₹2.8 L
EMD Value
₹6,879
Closing Date
6 Mar 2026, 2:00 pmClosed
SISUPALAN KOILARIAN
OFFICE OF THE ASSISTANT ENGINEER KALLAR GP
PR NO 42/25-26 (REV) MUTHAPPANMALA DRINKING WATER SCHEME BOREWELL MOTOR AND OTHER ACCESSORIES -PR NO 42/25-26 (REV) MUTHAPPANMALA DRINKING WATER SCHEME BOREWELL MOTOR AND OTHER ACCESSORIES IN KALLAR GP
2026_LSGD_840531_18
07/AE/LID AE/2025KALLAR GP
Open Tender
Civil Works - Roads
210 days
KALLAR GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹610
Yes
₹6,879
Yes
25 May 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
BUILDING MAINTENANCE WORK
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
OD481780/2025-2026:od485449/2019_2020 :Laterite masonry in CM 1:6 using neatly dressed laterite stone of size 35x20x20 cm for foundation and basement including all cost of materials labour charges etc complete for foundation and basement
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)
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)
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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.18.9.16.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall
50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2
50.18.9.5.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2
50.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
50.18.9.12.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 20 mm dia 12 Kgf/cm2 - External work - Exposed on wall
18.54.1:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
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