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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC | ₹22.3 L Quoted ₹18.9 L | L1 | Accepted-AOC As per L1 basis |
| 2 | L2₹19.6 LRejected-Finance GOKULWADI SANQUELIM GOA | NORTH GOA | GOA | 403001 | ₹19.6 L | L2 | Rejected-Finance As per L1 basis |
| Sl No | Description | Qty | Unit | M/s IJM Construction L1 | MAQBOOL H GAJIPUR L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (not exceeding 1.5m in width or 10 sq.m on plan) including dressing of sides and ramming of bottomS, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m | 837.6 | Cum | 180 ₹1,50,768 | 210 ₹1,75,896 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 44.32 | cum | 1,800 ₹79,776 | 2,100 ₹93,072 |
| 3.00 | Providing & Laying cement concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic or Basiltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in:
All Works upto plinth level | 101.32 | cum | 6,300 ₹6,38,316 | 6,000 ₹6,07,920 |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formworks for:
i) Foundations, footings, bases for columns and mass concrete. | 483.95 | sqm | 400 ₹1,93,580 | 500 ₹2,41,975 |
| 5.00 | Laterite masonary in neatly dressed stones of size as specified in cement mortar 1:4 (1 Cement : 4 Coarse sand) in foundation and basement. | 72 | Cum | 5,000 ₹3,60,000 | 5,500 ₹3,96,000 |
| 6.00 | Transporation, Laying and Jointing with flush joints of NP2 Class Half Round PCC pipes on Pillars/Grounds with cement mortar proportion 1:2 (1 cement : 2 Fine sand) in joints including cost of jointing material complete as directed by the Engineer incharge.
500mm Dia Half Round Pipes. | 500 | Rm | 200 ₹1,00,000 | 200 ₹1,00,000 |
| 7.00 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) | 411.57 | Sqm | 250 ₹1,02,892.5 | 200 ₹82,314 |
| 8.00 | Supplying and fixing of M.S Gates made out of 5mm thick plate,equal angle of size 40 x 40 x 5mm & stiffener whenever requitred including cutting ,hoisting, transportation applying a primary coat & two coats of anticorrosive bitumetric paint etc as per drawing & as directed by the Engineer in charge. | 30 | Each | 2,500 ₹75,000 | 2,600 ₹78,000 |
| 9.00 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Sluice Valve Conforming to IS: 14846-2000 and bearing ISI mark double flanged/plain ended with cap. TYPE P.N. 1.0 9 (Class B)
Nominal Diameter in mm
e) 300 | 2 | Each | 90,000 ₹1,80,000 | 85,000 ₹1,70,000 |
| 10.00 | Hoisting laying cast iron sluice valves/buteerfly valves/reflux vavlve of size given below at location in pipeline etc. complete as directed as per IS: 2685-1971 CLASS I
Nominal Diameter in mm
g) 300 | 2 | Each | 2,000 ₹4,000 | 1,500 ₹3,000 |
Tender Value
₹23.1 L
EMD Value
₹46,663
Closing Date
29 May 2025, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
cleaning of the tank near Shree Gothneshwar Temple Mayem and Construction of HRP network from the tank to the fields at Tirthbag Mayem in Bicholim Taluka.
2025_WRD_22793_1
WRD/WDVI/PB/F.30/TN e 10/2025-26/ 130 Line 7 Dated 15/05/2025
Open Tender
Civil Works - Water Works
45 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹46,663
3 Jul 2026
19 May 2025
30 May 2025
19 May 2025
29 May 2025
19 May 2025
Amount
Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (not exceeding 1.5m in width or 10 sq.m on plan) including dressing of sides and ramming of bottomS, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m
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 Basiltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in: All Works upto plinth level
Centering and shuttering including struttings, propping etc. and removal of formworks for: i) Foundations, footings, bases for columns and mass concrete.
Laterite masonary in neatly dressed stones of size as specified in cement mortar 1:4 (1 Cement : 4 Coarse sand) in foundation and basement.
Transporation, Laying and Jointing with flush joints of NP2 Class Half Round PCC pipes on Pillars/Grounds with cement mortar proportion 1:2 (1 cement : 2 Fine sand) in joints including cost of jointing material complete as directed by the Engineer incharge. 500mm Dia Half Round Pipes.
12mm cement plaster 1:4 (1 cement : 4 fine sand)
Supplying and fixing of M.S Gates made out of 5mm thick plate,equal angle of size 40 x 40 x 5mm & stiffener whenever requitred including cutting ,hoisting, transportation applying a primary coat & two coats of anticorrosive bitumetric paint etc as per drawing & as directed by the Engineer in charge.
Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Sluice Valve Conforming to IS: 14846-2000 and bearing ISI mark double flanged/plain ended with cap. TYPE P.N. 1.0 9 (Class B) Nominal Diameter in mm e) 300
Hoisting laying cast iron sluice valves/buteerfly valves/reflux vavlve of size given below at location in pipeline etc. complete as directed as per IS: 2685-1971 CLASS I Nominal Diameter in mm g) 300
Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Double flanged pipes- PN10 Horizontally cast conforming to IS: 7181-1986 bearing ISI Mark as per IV) Barrel length of 2.0 metres. E) 300
Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts, as directed by the Engineer, incharge. Nominal diameter in mm g) 300mm
MAQBOOL H GAJIPUR (BID ID -48910)
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