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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | L1 | Accepted-AOC LI | |
| 2 | L2₹9.3 L+₹8,562.56 (0.93%)Rejected-Finance | L2 | Rejected-Finance HIGH RATE QUOTED | |
| 3 | Rejected-Technical | - | Rejected-Technical HIGHER RATE | |
| 4 | Rejected-Technical | - | Rejected-Technical HIGHER RATE | |
| 5 | Rejected-Technical AE | - | Rejected-Technical HIGHER RATE |
| Sl No | Description | Qty | Unit | K V SHIBU L1 | JAYA KUMAR V L2 |
|---|---|---|---|---|---|
| 1.00POND RENNOVATION | |||||
| 1.00 | OD365435/2022-2023:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width
1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to
form ring bund and maintaining the same leak proof till the completion of the
work and clearing the site by dismantling the bund after completion of the
work.etc.complete. | 39 | metre | 1,001.96 ₹39,076.44 Lowest | 1,011.28 ₹39,439.92 |
| 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 | 45 | hour | 232.79 ₹10,475.55 Lowest | 234.95 ₹10,572.75 |
| 1.00 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | 15 | Day | 718.76 ₹10,781.4 Lowest | 725.44 ₹10,881.6 |
| 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 | 31.59 | cum | 242.89 ₹7,672.9 Lowest | 245.16 ₹7,744.6 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 147.02 | cum | 2,855.67 ₹4,19,837.75 Lowest | 2,882.21 ₹4,23,739.63 |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 17.23 | cum | 7,024.53 ₹1,21,053.73 Lowest | 7,089.81 ₹1,22,178.7 |
| 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 | 360.75 | kilogram | 80.39 ₹29,000.69 Lowest | 81.15 ₹29,274.86 |
| 1.01 | 60.6: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. | 7.5 | metre | 92.24 ₹691.8 Lowest | 93.1 ₹698.25 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 220.38 | cum | 241.68 ₹53,261.44 Lowest | 243.94 ₹53,759.5 |
Tender Value
₹11.3 L
EMD Value
₹28,135
Closing Date
23 Jun 2023, 6:00 pmClosed
Maheshkumar M
Office of the Assistant Engineer, LIDEW Section Venganoor Grama Panchayath
Annual Plan-Venganoor Grama Panchayat Proj No.238/23-Anoorkuzikulam Renovation, Ward No.9-General Civil Work
2023_LSGD_582004_1
01/AE/LIDEW/VGNR/2023-24
Open Tender
Civil Works - Water Works
Item Rate
150 days
venganoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹28,135
Yes
15 Jul 2026
16 Jun 2023
26 Jun 2023
16 Jun 2023
23 Jun 2023
16 Jun 2023
Amount
POND RENNOVATION
OD365435/2022-2023:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
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
60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible
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
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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
60.6: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.
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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) : 4 graded stone aggregate 20 mm nominal size)
11.20.1:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
16.18.1:Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
OD318948/2022-2023:Providing and fixing Name Board 75 x 60 cm using GI pipe as post and MS sheet surrounded by MS angles. including Painting, Lettering with synthetic enamel paint, fixing in position as per the direction of Engineer in charge
JAYA KUMAR V
Bidder Name
JAYA KUMAR V
K V SHIBU
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