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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹40.9 L+₹1.1 L (2.84%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹42.1 L+₹2.3 L (5.75%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹43.6 L+₹3.8 L (9.54%)Rejected-AOC KERALA KL | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | WILSON V L3 | NOWSHAD ABDUL MAJEED L2 | AHAMAD MASHOOD K L4 | SEETHALAKSHMI V L1 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A Building Proper | |||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 597 | sqm | 19.21 ₹11,468.37 | 18.68 ₹11,151.96 | 19.9 ₹11,880.3 | 18.19 ₹10,859.43 Lowest |
| 1.00 | OD344458/2025-2026:Supplying and installing ready made RCC Well rings including the cost of carriage, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately)
1.5 m internal diameter and 0.6 m deep | 60 | 1 nos | 2,965.85 ₹1,77,951 | 2,884.4 ₹1,73,064 | 3,072.29 ₹1,84,337.4 | 2,808.57 ₹1,68,514.2 Lowest |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 30 | hour | 364.89 ₹10,946.7 | 354.87 ₹10,646.1 | 377.99 ₹11,339.7 | 345.54 ₹10,366.2 Lowest |
| 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 | 119.02 | cum | 379.86 ₹45,209.8 | 369.43 ₹43,968.45 | 393.5 ₹46,833.19 | 359.72 ₹42,812.8 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) | 8.39 | cum | 8,377.13 ₹70,292.5 | 8,147.08 ₹68,362.15 | 8,677.79 ₹72,815.34 | 7,932.89 ₹66,564.88 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 50.88 | sqm | 407.78 ₹20,747.85 | 396.59 ₹20,178.5 | 422.42 ₹21,492.73 | 386.16 ₹19,647.82 Lowest |
| 1.01 | OD255215/2025-2026: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 @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or not recoverable separately. All work upto plinth level | 17.64 | cum | 11,593.12 ₹2,04,549.01 | 11,274.74 ₹1,98,931.51 | 12,009.2 ₹2,11,890.32 | 10,978.33 ₹1,93,701.65 Lowest |
| 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 | 2,683.8 | kilogram | 118.73 ₹3,18,647.57 | 115.47 ₹3,09,898.39 | 122.99 ₹3,30,080.56 | 111.5 ₹2,99,243.7 Lowest |
| 1.01 | 16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 58.04 | cum | 3,460.18 ₹2,00,839.23 | 3,365.16 ₹1,95,323.98 | 3,584.37 ₹2,08,047.59 | 3,276.69 ₹1,90,188.92 Lowest |
Tender Value
₹39.8 L
EMD Value
₹50,000
Closing Date
15 Jul 2026, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer PWD Buildings Division Alappuzha
GENERAL Construction of New Building For Veterinary Dispensary Kumarapuram General Civil Work
2026_PWD_847520_3
PWD/BLDG/TR/23438/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Alappuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
23 Sept 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
15 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Building Proper | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | OD344458/2025-2026:Supplying and installing ready made RCC Well rings including the cost of carriage, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately)
1.5 m internal diameter and 0.6 m deep | - | 1 nos | - | - |
| 1.003 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 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 | 0.8 | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.007 | OD255215/2025-2026: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 @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or not recoverable separately. All work upto plinth level | 1 | cum | - | - |
| 1.008 | 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 | - | kilogram | - | - |
| 1.009 | 16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 1 | cum | - | - |
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