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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹36.9 Cr+₹81.2 L (2.25%)Admitted-Finance SF NO 454 RAGHUPATHYNAICKENPALAYAM RAILWAY COLONY POONDURAI MAIN ROAD ERODE | ERODE | ERODE | TAMIL NADU | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RPP INFRA PROJECTS LIMITED L2 | V SATHYAMOORTHY CO L1 |
|---|---|---|---|---|---|
| 1.00Construction of OHTs (0.60 LL - 1No,1.00LL - 2Nos,1.50LL - 1No,2.00LL - 1No,2.50LL - 2Nos & 4.00LL - 1No) - 8 Nos of OHTs | |||||
| 1.01Earthwork excavation | |||||
| 1.02 | Earthwork excavation and depositing on bank for foundation, with an initial lead of 10m and initial lift of 2m including shoring, strutting and all other incidental works, as directed by the departmental Officers in the following classification of soil.
-ALL SOIL - FIRST DEPTH OF 2 M | 810 | Cum | 190 ₹1,53,900 | 186 ₹1,50,660 Lowest |
| 1.03 | Earthwork excavation and depositing on bank for foundation, with an initial lead of 10m and initial lift of 2m including shoring, strutting and all other incidental works, as directed by the departmental Officers in the following classification of soil.
-SOFT DISINTEGRATED ROCK - FIRST DEPTH OF 2 M | 534 | Cum | 169 ₹90,246 | 166 ₹88,644 Lowest |
| 1.04 | Earthwork excavation and depositing on bank for foundation, with an initial lead of 10m and initial lift of 2m including shoring, strutting and all other incidental works, as directed by the departmental Officers in the following classification of soil.
-SOFT DISINTEGRATED ROCK - SECOND DEPTH OF 2 M | 63 | Cum | 309 ₹19,467 | 302 ₹19,026 Lowest |
| 2.00 | Supplying and filling in foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1Cu.m etc., complete complying with standard specification. | 82 | Cum | 1,565 ₹1,28,330 | 1,531 ₹1,25,542 Lowest |
| 3.00Cement concrete 1:4:8 mix (One cement four crushed stone sand and eight aggregate) using 40 mm ISS metal including mixing, laying, consolidating curring cost and conveyance of all materials to site and all labour charges etc., complete as per standard speicification | |||||
| 3.01 | Upto 1.5m below GL | 68 | Cum | 5,031 ₹3,42,108 | 4,923 ₹3,34,764 Lowest |
| 4.00Providing and laying in Position, Standardised concrete mix M-30 Grade in accordance with IS :456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement concrete of 400 Kg/M3 and maximum water content ratio of 0.45, including admixture (Plasticiser / Super Plasticiser) in recommended Proportions as per IS :9103 to accelerate. retard setting of concrete, improve workability without preparing strength and durability with about (5 cu.m) 7730 Kg of 20mm machine crushed stone jelly and with about (3.30 cu.m) 5156 Kg of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 Kg of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also laying, vibrating with mechanical vibrators, finishing curing etc., and providing fixtures like fan clamps in the RCC floor/roof slabs wherever necessary without claming etc., complete complying with standard specifications and as directed by the departmental officers. The coarse and fine aggregates to be used should be comply with the requiremnts of IS standard.(No seperate payment will be made by the department | |||||
| 4.01 | Below G.L upto 1.50m depth | 53 | Cum | 8,584 ₹4,54,952 | 8,400 ₹4,45,200 Lowest |
Tender Value
₹37.5 Cr
EMD Value
₹37.5 L
Closing Date
17 Dec 2022, 6:00 pmClosed
COMMISSIONER KANGEYAM MUNICIPALITY
KANGEYAM MUNICIPALITY
Improvement of Water Supply Distribution System to Kangeyam Municipality
2022_MAWS_266764_1
1155/2022/E1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
180 days
KANGEYAM MUNICIPAL AREAS
Please refer Tender documents.
3 documents required · 3 mandatory
₹14,800
COMMISSIONER KANGEYAM MUNICIPALITY
₹37.5 L
Yes
KANGEYAM MUNICIPALITY
27 Dec 2022
23 Nov 2022
19 Dec 2022
23 Nov 2022
17 Dec 2022
23 Nov 2022
28 Nov 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of OHTs (0.60 LL - 1No,1.00LL - 2Nos,1.50LL - 1No,2.00LL - 1No,2.50LL - 2Nos & 4.00LL - 1No) - 8 Nos of OHTs | |||||
| 1.01 | Earthwork excavation | - | - | - | - |
| 1.02 | Earthwork excavation and depositing on bank for foundation, with an initial lead of 10m and initial lift of 2m including shoring, strutting and all other incidental works, as directed by the departmental Officers in the following classification of soil.
-ALL SOIL - FIRST DEPTH OF 2 M | 810 | Cum | - | - |
| 1.03 | Earthwork excavation and depositing on bank for foundation, with an initial lead of 10m and initial lift of 2m including shoring, strutting and all other incidental works, as directed by the departmental Officers in the following classification of soil.
-SOFT DISINTEGRATED ROCK - FIRST DEPTH OF 2 M | 534 | Cum | - | - |
| 1.04 | Earthwork excavation and depositing on bank for foundation, with an initial lead of 10m and initial lift of 2m including shoring, strutting and all other incidental works, as directed by the departmental Officers in the following classification of soil.
-SOFT DISINTEGRATED ROCK - SECOND DEPTH OF 2 M | 63 | Cum | - | - |
| 2 | Supplying and filling in foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1Cu.m etc., complete complying with standard specification. | 82 | Cum | - | - |
| 3Cement concrete 1:4:8 mix (One cement four crushed stone sand and eight aggregate) using 40 mm ISS metal including mixing, laying, consolidating curring cost and conveyance of all materials to site and all labour charges etc., complete as per standard speicification | |||||
| 3.01 | Upto 1.5m below GL | 68 | Cum | - | - |
| 4Providing and laying in Position, Standardised concrete mix M-30 Grade in accordance with IS :456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement concrete of 400 Kg/M3 and maximum water content ratio of 0.45, including admixture (Plasticiser / Super Plasticiser) in recommended Proportions as per IS :9103 to accelerate. retard setting of concrete, improve workability without preparing strength and durability with about (5 cu.m) 7730 Kg of 20mm machine crushed stone jelly and with about (3.30 cu.m) 5156 Kg of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 Kg of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also laying, vibrating with mechanical vibrators, finishing curing etc., and providing fixtures like fan clamps in the RCC floor/roof slabs wherever necessary without claming etc., complete complying with standard specifications and as directed by the departmental officers. The coarse and fine aggregates to be used should be comply with the requiremnts of IS standard.(No seperate payment will be made by the department | |||||
| 4.01 | Below G.L upto 1.50m depth | 53 | Cum | - | - |
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