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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Finance BANK COLONY PATRAPALI BASTI RAMGARH JHARKHAND 829122 | RAMGARH | RAMGARH | JHARKHAND | 829122 | L1 | Admitted-Finance | |
| 2 | L2₹2.3 L+₹6,574.27 (2.90%)Admitted-Finance AT MAIN ROAD KATHARA PO KATHARA BOKARO JHARKHAND 829116 | BOKARO | BOKARO | JHARKHAND | 829116 | L2 | Admitted-Finance | |
| 3 | Rejected-Technical NEAR RELIANCE PETROL PUMP RAMGARH CANTT 829122 DIST RAMGARH JHARKHAND | RAMGARH CANTT | RAMGARH | JHARKHAND | 829122 | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | M/S. PAWAN KUMAR L2 | R.S Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in Foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plane), including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out of excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil. (3.2 Mtr. X 3.2 Mtr X3.2 Mtr=32.77) | 32.77 | Cum | 210 ₹6,881.7 | 203 ₹6,652.31 Lowest |
| 2.00 | Filling available excavated earth (including rock) in trenches ,plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m | 26.78 | Cum | 128 ₹3,427.84 | 123 ₹3,293.94 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth: 1:4:8(1 cement: 4 coarse sand (Zone-III): 8 graded stone aggregate 40 mm (nominal size) (3.2 Mtr x 3.2 Mtr x 0.10 Mtr = 1.02) | 1.02 | Cum | 5,750 ₹5,865 | 5,581 ₹5,692.62 Lowest |
| 4.00 | Providing and laying in position specified grade of reinforced cement Concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work upto plinth: 1:1.5:3 (1 cement: 1.5 coarse sand(Zone-III): 3 graded stone aggregate 20 mm nominal size) (3.2 Mtr x 3.2 Mtr x 0.24 Mtr = 2.45) | 2.45 | Cum | 8,230 ₹20,163.5 | 7,954 ₹19,487.3 Lowest |
| 5.00 | Centering and Shuttering including strutting, propping etc. and removal of form of foundations, footings, bases of columns etc. for mass concrete. (1.9 Mtr x 1 Mtr = 1.9) | 1.9 | Sqm. | 290 ₹551 | 283 ₹537.7 Lowest |
| 6.00 | Centering and Shuttering including strutting,propping etc. and removal of form of Columns, Pillars, Piers, Abutments, Posts and Struts. (2.9 Mtr x 1 Mtr = 2.9) | 2.9 | Sqm. | 690 ₹2,001 | 671 ₹1,945.9 Lowest |
| 7.00 | Reinforcement for R.C.C work including straightning,cutting, bending, placing in position and binding all complete. Thermo Mechanically Treated bars of grade Fe-500D or more | 150 | Kg | 84 ₹12,600 | 81 ₹12,150 Lowest |
| 8.00 | Dismantling, re-erection & commissioning of Fixed Type High Mast Lightning Tower Upto 16 Mtrs. | 1 | Job | 46,500 ₹46,500 | 45,366 ₹45,366 Lowest |
| 9.00 | Cost of Fondation Bolts for fixing of lightning Tower (M30 x 1000mm) | 16 | Nos | 2,800 ₹44,800 | 2,732 ₹43,712 Lowest |
| 10.00 | Supply and Fixing of Power Centre Control Panel, ISI Marked | 1 | Nos | 66,000 ₹66,000 | 64,106 ₹64,106 Lowest |
Tender Value
₹2.5 L
EMD Value
₹3,100
Closing Date
4 Sept 2025, 4:00 pmClosed
PE(EnM), Gidi-Washery
Office of the PE(EnM), Gidi-Washery
Dismantling, Re-erection and repairing of Fixed Type High Mast Lightning Tower installed at Gidi-Washery Under Argada Area.
2025_CCL_342489_1
PE(EnM)/GDW/eNT/25-26/03 Dated 26.08.2025
Open Tender
Electrical and Maintenance Works
Item Rate
10 days
Gidi-Washery Project
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,100
6 Nov 2025
26 Aug 2025
5 Sept 2025
27 Aug 2025
4 Sept 2025
27 Aug 2025
27 Aug 2025 - 4 Sept 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in Foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plane), including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out of excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil. (3.2 Mtr. X 3.2 Mtr X3.2 Mtr=32.77)
Filling available excavated earth (including rock) in trenches ,plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth: 1:4:8(1 cement: 4 coarse sand (Zone-III): 8 graded stone aggregate 40 mm (nominal size) (3.2 Mtr x 3.2 Mtr x 0.10 Mtr = 1.02)
Providing and laying in position specified grade of reinforced cement Concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work upto plinth: 1:1.5:3 (1 cement: 1.5 coarse sand(Zone-III): 3 graded stone aggregate 20 mm nominal size) (3.2 Mtr x 3.2 Mtr x 0.24 Mtr = 2.45)
Centering and Shuttering including strutting, propping etc. and removal of form of foundations, footings, bases of columns etc. for mass concrete. (1.9 Mtr x 1 Mtr = 1.9)
Centering and Shuttering including strutting,propping etc. and removal of form of Columns, Pillars, Piers, Abutments, Posts and Struts. (2.9 Mtr x 1 Mtr = 2.9)
Reinforcement for R.C.C work including straightning,cutting, bending, placing in position and binding all complete. Thermo Mechanically Treated bars of grade Fe-500D or more
Dismantling, re-erection & commissioning of Fixed Type High Mast Lightning Tower Upto 16 Mtrs.
Cost of Fondation Bolts for fixing of lightning Tower (M30 x 1000mm)
Supply and Fixing of Power Centre Control Panel, ISI Marked
Supply and Fixing of 6 Sq.mm 2 Core PVC insulated FRLS Multi- Stranded Copper Conductor.
Reapairing Of LED Light of High Mast Lightning Tower
Total impact of GST for the purpose of CTC
M/S. PAWAN KUMAR (BID ID -1181066)
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