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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-Finance | ₹23.9 L | L1 | Accepted-Finance As per L1 basis |
| 2 | L2₹18.6 LRejected-Finance | ₹18.6 L | L2 | Rejected-Finance As per L1 basis |
| Sl No | Description | Qty | Unit | Shri Sateri Construction L2 | DNYANESHWAR S. PARAB L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator) /manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms, lift upto 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. | 633.16 | Cum | 300 ₹1,89,948 | 230 ₹1,45,626.8 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 39.6 | cum | 2,211 ₹87,555.6 | 1,768.9 ₹70,048.44 Lowest |
| 3.00 | Providing & Laying cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded granitic or basaltic stone aggrt. 20mm nominal size) excluding cost of centering, shuttering and finishing in:
a) All works upto plinth level | 131.4 | cum | 6,810 ₹8,94,834 | 5,448 ₹7,15,867.2 Lowest |
| 4.00 | Laterite masonary in neatly dressed stones of size as specified in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and basement. | 174.6 | cum | 5,500 ₹9,60,300 | 4,150 ₹7,24,590 Lowest |
| 5.00 | Centering & Shuttering including strutting, propping & removal of forms for :
a) Foundations, Footings, bases for columns and mass concrete | 252 | sqm | 430 ₹1,08,360 | 326.52 ₹82,283.04 Lowest |
| 6.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge.
a) 75 mm dia | 30 | RM | 185 ₹5,550 | 152.82 ₹4,584.6 Lowest |
| 7.00 | 12mm cement plaster 1:4 (1 Cement : 4 Fine Sand) | 630 | sqm | 230 ₹1,44,900 | 180.44 ₹1,13,677.2 Lowest |
Tender Value
₹27.4 L
EMD Value
₹54,772
Closing Date
10 Nov 2025, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Improvement to the eroded bank of nallah by construction of side protection wall near the house of Shri. Sandip Mayekar, Ardhawada Mayem in Bicholim Taluka.
2025_WRD_25982_1
No.WRD/WDVI/PB/F.30/TN e 33/2025-26/672 line 1 Dated 04/11/2025
Open Tender
Civil Works - Water Works
Item Rate
90 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹54,772
3 Jul 2026
5 Nov 2025
11 Nov 2025
5 Nov 2025
10 Nov 2025
5 Nov 2025
Amount
Earthwork in excavation by mechanical means (hydraulic excavator) /manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms, lift upto 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.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing & Laying cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded granitic or basaltic stone aggrt. 20mm nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level
Laterite masonary in neatly dressed stones of size as specified in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and basement.
Centering & Shuttering including strutting, propping & removal of forms for : a) Foundations, Footings, bases for columns and mass concrete
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge. a) 75 mm dia
12mm cement plaster 1:4 (1 Cement : 4 Fine Sand)
Shri Sateri Construction (BID ID -56874)
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