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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.3 LAccepted-Finance | ₹44.3 L | L1 | Accepted-Finance L2 |
| 2 | L2₹50.0 LAccepted-Finance VELLIKUNNIL H CHITTAR P O PATHANAMTHITTA | CHITTAR | PATHANAMTHITTA | KERALA | ₹50.0 L | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | LAL SANKAR V N L2 | Anil Kumar L1 |
|---|---|---|---|---|---|
| 1.00Construction of 1LL OHSR | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 100 | sqm | 10 ₹1,000 | 9.27 ₹927 |
| 1.00 | OD179265/2025-2026:For conducting Soil test for Tank Construction | 1 | no | 1,25,000 ₹1.3 L | 30,000 ₹30,000 |
| 1.00 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | 32 | cum | 125 ₹4,000 | 100 ₹3,200 |
| 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 | 96 | cum | 415 ₹39,840 | 376 ₹36,096 |
| 1.00 | 2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | 64 | cum | 1,500 ₹96,000 | 1,656 ₹1.1 L |
| 1.01 | OD274095/2023-2024:Providing dowel bars using 16 mm dia TMT bars 0.6 m long including drilling holes to a depth of 0.30 m ,filling holes with cement grout ,fixing the bars vertical etc including cost of steel, cement, labor charges for drilling ,filling the holes with grout etc complete. | 100 | no | 300 ₹30,000 | 429 ₹42,900 |
| 1.01 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 8.44 | cum | 10,000 ₹84,380 | 9,515 ₹80,287.57 |
| 1.01 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 28.43 | cum | 12,860 ₹3.7 L | 11,433 ₹3.3 L |
| 1.01 | 5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 65.96 | cum | 14,400 ₹9.5 L | 13,570 ₹9.0 L |
Tender Value
₹43.5 L
EMD Value
₹50,000
Closing Date
30 Apr 2026, 2:00 pmClosed
Executive Engineer
Kerala Water Authority PH Division Pathanmthitta
DEPOSIT Thannithodu Grama Panchayat Construction of 1LL OHSR and pipeline laying at Thanayamplackal Plantation area in Ward 2 Pipeline Work
2026_KWA_848834_1
26(RT-2)/2025-26/EE/PH/PTA
Open Tender
Civil Works - Water Works
180 days
Thannithodu Grama Panchyath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
4 May 2026
23 Apr 2026
2 May 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of 1LL OHSR | ||||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD179265/2025-2026:For conducting Soil test for Tank Construction | - | no | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD274095/2023-2024:Providing dowel bars using 16 mm dia TMT bars 0.6 m long including drilling holes to a depth of 0.30 m ,filling holes with cement grout ,fixing the bars vertical etc including cost of steel, cement, labor charges for drilling ,filling the holes with grout etc complete. | - | no | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 0.4 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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