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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.8 L+₹16,608.96 (1.56%)Admitted-Fee/PreQual/Technical/Finance | ₹10.8 L+₹16,608.96 (1.56%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹11.6 L+₹93,473.44 (8.79%)Admitted-Fee/PreQual/Technical/Finance | ₹11.6 L+₹93,473.44 (8.79%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹12.2 L+₹1.6 L (15.1%)Admitted-Fee/PreQual/Technical/Finance AT JAMUSAHI PO DEULI PS BEGUNIA DIST KHORDHA PIN 752064 | BEGUNIA | KHORDHA | ODISHA | 752064 | ₹12.2 L+₹1.6 L (15.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹12.9 L+₹2.3 L (21.6%)Admitted-Fee/PreQual/Technical/Finance | ₹12.9 L+₹2.3 L (21.6%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AMBIKA PRASAD BEHERA L5 | Tapan Mahapatra L6 | UDAYA NATH SWAIN L3 | SARITA MOHAPATRA L1 | FIDA HOSEN KHAN L4 | RAMAKANTA BISWAL L7 | JHARANA DAS L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Site clearance & approach road for construction work | 470 | sqm | 2.28 ₹1,071.6 | 1 ₹470 Lowest | 1.97 ₹925.9 | 1.83 ₹860.1 | 2.2 ₹1,034 | 2.29 ₹1,076.3 | 1.86 ₹874.2 |
| 2.00 | Drilling a perfectly vertical bore hole of 150mm/100mm dia in hard rock formation as required to the site condition as per direction including cost of acssesories,tools & plants,consumables & rig charges etc. complete | 300 | Mtr | 646 ₹1,93,800 | 647 ₹1,94,100 | 558.55 ₹1,67,565 | 518.16 ₹1,55,448 Lowest | 566.3 ₹1,69,890 | 647.68 ₹1,94,304 | 526.26 ₹1,57,878 |
| 3.00 | Lowering Of 125mm dia blank PVC pipe 80 Sch. Without 3 mtr slot in perfectly vertical position including cost of pipes etc complete | 250 | Mtr | 874 ₹2,18,500 | 876 ₹2,19,000 | 756.02 ₹1,89,005 | 701.34 ₹1,75,335 Lowest | 766.97 ₹1,91,742.5 | 876.63 ₹2,19,157.5 | 712.3 ₹1,78,075 |
| 4.00 | Lowering Of 125mm dia blank PVC pipe 80 Sch. With 3 mtr slot in perfectly vertical position including cost of pipes etc complete | 30 | Mtr | 878 ₹26,340 | 880 ₹26,400 | 759 ₹22,770 | 704.11 ₹21,123.3 Lowest | 770 ₹23,100 | 880.11 ₹26,403.3 | 715.11 ₹21,453.3 |
| 5.00 | Operation of Compressor for development of B/W LS | 10 | No | 2,802 ₹28,020 | 2,809 ₹28,090 | 2,422.59 ₹24,225.9 | 2,247.39 ₹22,473.9 Lowest | 2,457.7 ₹24,577 | 2,809.15 ₹28,091.5 | 2,282.5 ₹22,825 |
| 6.00 | Well Cap 5" Dia With PVC Cone | 10 | No | 399 ₹3,990 | 400 ₹4,000 | 345 ₹3,450 | 320.05 ₹3,200.5 Lowest | 350 ₹3,500 | 400.05 ₹4,000.5 | 325.05 ₹3,250.5 |
| 7.00 | Supplying & Lying of R C C Ring 5ft made up of 6 mm dia MS rod for storage cum recharge pit including cost, transporting etc complete. | 120 | Nos | 1,117 ₹1,34,040 | 1,100 ₹1,32,000 | 966 ₹1,15,920 | 896.14 ₹1,07,536.8 Lowest | 1,050 ₹1,26,000 | 1,120.14 ₹1,34,416.8 | 910.14 ₹1,09,216.8 |
| 8.00 | Earth work excavation in stoney earth or gravely soil mixed with boulder not exceeding 0.014cum within 50m initial lead & 1.5m initial lift including rough dressing & breaking clods to minimum 5cm to 7cm as per the direction 1st extra lift of 1.5 mtr. | 141.3 | cum | 352 ₹49,737.6 | 353 ₹49,878.9 | 304.4 ₹43,011.72 | 282.39 ₹39,901.71 Lowest | 334.12 ₹47,211.16 | 352.98 ₹49,876.07 | 286.8 ₹40,524.84 |
| 9.00 | Earth work excavation in stoney earth or gravely soil mixed with boulder not exceeding 0.014cum within 50m initial lead & 1.5m initial lift including rough dressing & breaking clods to minimum 5cm to 7cm as per the direction 2nd t extra lift of 1.5 mtr. | 53 | cum | 555 ₹29,415 | 555 ₹29,415 | 679.86 ₹36,032.58 | 445.16 ₹23,593.48 Lowest | 556.36 ₹29,487.08 | 556.43 ₹29,490.79 | 452.11 ₹23,961.83 |
| 10.00 | Earth work excavation in stoney earth or gravely soil mixed with boulder not exceeding 0.014cum within 50m initial lead & 1.5m initial lift including rough dressing & breaking clods to minimum 5cm to 7cm as per the direction Filter Bed 3rd extra lift of 1.5 mtr. | 53 | cum | 572 ₹30,316 | 574 ₹30,422 | 495.35 ₹26,253.55 | 459.53 ₹24,355.09 Lowest | 559.96 ₹29,677.88 | 574.4 ₹30,443.2 | 466.71 ₹24,735.63 |
Tender Value
₹16.6 L
EMD Value
₹16,700
Closing Date
4 Jul 2026, 11:00 amClosed
Executive Engineer GWD Division 1
o/o the Executive Engineer , GWD Division 1 , Bhubaneswar
Construction of 10 nos. Recharge shafts in Tanks/Ponds in Bolagarh Block (ph-1) area of Khordha district for the FY -2026-27.
2026_GWSI_132804_1
GWD DIV-1BBSR-02/26-27
Open Tender
Civil Works - Others
Item Rate
60 days
Bolagarh Block
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹16,700
Yes
4 Jul 2026
24 Jun 2026
4 Jul 2026
24 Jun 2026
4 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Site clearance & approach road for construction work | - | sqm | 2.86 | - |
| 2 | Drilling a perfectly vertical bore hole of 150mm/100mm dia in hard rock formation as required to the site condition as per direction including cost of acssesories,tools & plants,consumables & rig charges etc. complete | - | Mtr | 809.5 | - |
| 3 | Lowering Of 125mm dia blank PVC pipe 80 Sch. Without 3 mtr slot in perfectly vertical position including cost of pipes etc complete | - | Mtr | 1,095.68 | - |
| 4 | Lowering Of 125mm dia blank PVC pipe 80 Sch. With 3 mtr slot in perfectly vertical position including cost of pipes etc complete | - | Mtr | 1,100 | - |
| 5 | Operation of Compressor for development of B/W LS | - | No | 3,511 | - |
| 6 | Well Cap 5" Dia With PVC Cone | - | No | 500 | - |
| 7 | Supplying & Lying of R C C Ring 5ft made up of 6 mm dia MS rod for storage cum recharge pit including cost, transporting etc complete. | - | Nos | 1,400 | - |
| 8 | Earth work excavation in stoney earth or gravely soil mixed with boulder not exceeding 0.014cum within 50m initial lead & 1.5m initial lift including rough dressing & breaking clods to minimum 5cm to 7cm as per the direction 1st extra lift of 1.5 mtr. | - | cum | 441.17 | - |
| 9 | Earth work excavation in stoney earth or gravely soil mixed with boulder not exceeding 0.014cum within 50m initial lead & 1.5m initial lift including rough dressing & breaking clods to minimum 5cm to 7cm as per the direction 2nd t extra lift of 1.5 mtr. | - | cum | 695.45 | - |
| 10 | Earth work excavation in stoney earth or gravely soil mixed with boulder not exceeding 0.014cum within 50m initial lead & 1.5m initial lift including rough dressing & breaking clods to minimum 5cm to 7cm as per the direction Filter Bed 3rd extra lift of 1.5 mtr. | - | cum | 717.91 | - |
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