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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 LRejected-AOC | ₹3.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.6 LRejected-AOC KOTTARAKARA VENDOR K INDIRABHAI AMMA | KOTTAYAM | KERALA | 686001 | ₹3.6 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SASIDHARAN CONTRCTOR L1 | MOHANAN PILLAI G L3 | RENJEE CHACKO L2 |
|---|---|---|---|---|---|---|
| 1.00compound wall | ||||||
| 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 | 7.65 | cum | 232 ₹1,774.80 | 250 ₹1,912.50 | 236 ₹1,805.40 |
| 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 | 5.28 | cum | 324 ₹1,710.72 | 350 ₹1,848 | 330 ₹1,742.40 |
| 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) | 0.88 | cum | 7,155 ₹6,296.40 | 7,900 ₹6,952 | 7,290 ₹6,415.20 |
| 1.00 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 44 | sqm | 278 ₹12,232 | 295 ₹12,980 | 283 ₹12,452 |
| 1.00 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 10.45 | cum | 10,002 ₹1.0 L | 10,500 ₹1.1 L | 10,191 ₹1.1 L |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 710.6 | kg | 100.65 ₹71,521.89 | 105 ₹74,613 | 102 ₹72,481.20 |
| 1.01 | OD252310/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | 15 | 1 meter | 102 ₹1,530 | 110 ₹1,650 | 104 ₹1,560 |
| 2.00Building maintenanace | ||||||
| 2.00 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 147.88 | kg | 175 ₹25,878.13 | 185 ₹27,356.88 | 178 ₹26,321.75 |
Tender Value
Refer Docs
EMD Value
₹9,436
Closing Date
21 May 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Section Ummannoor Grama Panchayat
PRO NO 70/2025-26-Homeo Hospital Building maintenance (70/25) ummanoor gp
2026_LSGD_850706_1
70/25
Open Tender
Civil Works - Others
180 days
UMMANNOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹835
Yes
₹9,436
Yes
19 Jun 2026
14 May 2026
25 May 2026
14 May 2026
21 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1compound wall | ||||||
| 1.001 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | - | kg | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD252310/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | 1 meter | - | - | BI01010001010000000000000515BI0100001120 |
| 2Building maintenanace | ||||||
| 2.001 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | - | kg | - | - | BI01010001010000000000000515BI0100001122 |
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