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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Finance | ₹11.5 L | L1 | Admitted-Finance |
| 2 | L2₹11.5 LAdmitted-Finance H NO 113 1 SHOP NO IX HAVELI CURTI PONDA GOA | PONDA | SOUTH GOA | GOA | ₹11.5 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Kiyansh Constructions L2 | M/S P. K. THOMAS & SONS L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : a) All kinds of soil | 139.72 | Cum | 302 ₹42,196.95 | 300 ₹41,917.5 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 9.68 | Cum | 2,300 ₹22,252.5 Lowest | 2,320 ₹22,446 |
| 3.00 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:complete. a)All works upto plinth level | 7.88 | Cum | 7,000 ₹55,125 Lowest | 7,147 ₹56,282.63 |
| 4.00 | Providing and placing H.D.P.E. 10000 Litres capacity water storage tank including fright charges as directed by Engineer in Charge. | 4 | EACH | 1,62,000 ₹6,48,000 | 1,50,875 ₹6,03,500 Lowest |
| 5.00 | Pre-cast cement concrete solid block masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand ) in foundation and plinth size of blocks (30 x 20 x 15) In foundation and plinth | 14.69 | sqmt | 6,500 ₹95,472 Lowest | 6,721 ₹98,718.05 |
| 6.00 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth
in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 68.81 | Cum | 200 ₹13,762.6 Lowest | 257 ₹17,684.94 |
| 7.00 | Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed: a ) 110 mm dia | 76 | metre | 300 ₹22,800 Lowest | 310 ₹23,560 |
| 8.00 | Providing and fixing single Tee of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door : a) 110 mm dia | 6 | each | 650 ₹3,900 | 600 ₹3,600 Lowest |
| 9.00 | Providing and fixing rigid PVC bend of required degree (of approved make) for S.W.R. Drainage pipes of approved including lubricating a) 110 mm dia | 22 | each | 500 ₹11,000 | 467 ₹10,274 Lowest |
| 10.00 | Providing and supplying PVC solvent | 1 | litre | 220 ₹220 | 204.99 ₹204.99 Lowest |
Tender Value
₹12.9 L
EMD Value
₹25,868
Closing Date
6 Aug 2026, 4:00 pmClosed
Executive Engineer, WDX, WRD
Executive Engineer WDX WRD PAjimol Sanguem
Rain water harvesting for the office building of Sub Division IV and Works Division X WRD Pajimol, in Sanguem Taluka.
2026_WRD_30563_1
WDX/Accts./2026-27/e-05
Open Tender
Miscellaneous Works
Item Rate
Works Division X, WRD, Pajimol, Sanguem
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹25,868
10 Aug 2026
23 Jul 2026
7 Aug 2026
23 Jul 2026
6 Aug 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : a) All kinds of soil | 1 | Cum | - | - |
| 2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 3Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:complete. a)All works upto plinth level | |||||
| 4Providing and placing H.D.P.E. 10000 Litres capacity water storage tank including fright charges as directed by Engineer in Charge. | |||||
| 5Pre-cast cement concrete solid block masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand ) in foundation and plinth size of blocks (30 x 20 x 15) In foundation and plinth | |||||
| 6 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth
in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 0.2 | Cum | - | - |
| 7Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed: a ) 110 mm dia | |||||
| 8Providing and fixing single Tee of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door : a) 110 mm dia | |||||
| 9Providing and fixing rigid PVC bend of required degree (of approved make) for S.W.R. Drainage pipes of approved including lubricating a) 110 mm dia | |||||
| 10Providing and supplying PVC solvent | |||||
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