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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 LAccepted-AOC | ₹35.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹36.0 L+₹28,897.65 (0.81%)Rejected-AOC | ₹36.0 L+₹28,897.65 (0.81%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical ORUMBIKUNNIL THURUTHICADU P O MALLAPPALLY PATHANAMTHITTA 689597 | MALLAPPALLY | PATHANAMTHITTA | KERALA | 689597 | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical PADIYARA MEENADAM P O KOTTAYAM 686 516 | KOTTAYAM | KOTTAYAM | KERALA | 686516 | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | RAJAN VARGHESE L4 | O.M MATHEW L3 | Jomon joseph L2 | Chellathurai A L1 |
|---|---|---|---|---|---|---|---|
| 1.00Civil works | |||||||
| 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 | 98.96 | cum | 333.39 ₹32,992.61 | 320 ₹31,667.52 | 320 ₹31,667.52 | 316 ₹31,271.68 Lowest |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 10 | cum | 2,355.93 ₹23,559.3 | 2,200 ₹22,000 | 1,100 ₹11,000 Lowest | 2,174 ₹21,740 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 21.68 | cum | 121.43 ₹2,632 | 119.99 ₹2,600.78 Lowest | 120 ₹2,601 | 121 ₹2,622.68 |
| 1.00 | OD16420/2026-2027:Random rubble masonry (using departmental rubble) with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 8 | cum | 4,979.3 ₹39,834.4 | 4,999 ₹39,992 | 4,800 ₹38,400 | 1,932 ₹15,456 Lowest |
| 1.00 | OD297326/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 12.56 | cum | 7,581.89 ₹95,243.7 | 7,000 ₹87,934 | 7,500 ₹94,215 | 6,834 ₹85,848.71 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 102.76 | cum | 295.16 ₹30,330.64 | 385 ₹39,562.6 | 285 ₹29,286.6 Lowest | 297 ₹30,519.72 |
| 1.01 | 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) | 15.81 | cum | 7,352.2 ₹1,16,230.93 | 6,800 ₹1,07,501.2 Lowest | 7,200 ₹1,13,824.8 | 7,413 ₹1,17,192.12 |
| 1.01 | OD297323/2025-2026: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 @ 330 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work up to plinth level | 23.9 | cum | 10,174.72 ₹2,43,206.33 | 9,550 ₹2,28,273.65 Lowest | 9,900 ₹2,36,639.7 | 9,842 ₹2,35,253.33 |
| 1.01 | OD297322/2025-2026: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 @ 330 kg/cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work above plinth level upto floor V level | 36.78 | cum | 12,060.28 ₹4,43,637.4 | 11,000 ₹4,04,635 Lowest | 11,700 ₹4,30,384.5 | 11,409 ₹4,19,680.07 |
Tender Value
₹40.0 L
EMD Value
₹50,000
Closing Date
7 Jul 2026, 11:00 amClosed
executive engineer
PWD BUILDING DIVISION KOTTAYAM
GENERAL Construction of New Building for Veterinary Hospital Nedumkunnam Construction of New building for Veterinary Hospital Nedumkunnam Phase 1 General Civil Work 1
2026_PWD_858197_1
PWD/BLDG/TR/929/2026
Open Tender
Civil Works - Buildings
Item Rate
365 days
KOTTAYAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
18 Sept 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil works | |||||
| 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 | 0.4 | cum | - | - |
| 1.002 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | - | cum | - | - |
| 1.003 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.004 | OD16420/2026-2027:Random rubble masonry (using departmental rubble) with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.005 | OD297326/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.006 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD297323/2025-2026: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 @ 330 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work up to plinth level | 1 | cum | - | - |
| 1.009 | OD297322/2025-2026: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 @ 330 kg/cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work above plinth level upto floor V level | 1 | cum | - | - |
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