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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance | ₹2.6 L | L1 | Admitted-Finance |
| 2 | L2₹2.7 LAdmitted-Finance AT PO PICHHARI DIST BOKARO | ₹2.7 L | L2 | Admitted-Finance |
| 3 | L3₹2.7 LAdmitted-Finance AT MAIN ROAD PHUSRO DIST BOKARO PIN 829144 JHARKHAND | BOKARO | JHARKHAND | 829144 | ₹2.7 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Saloni Sales L2 | M/S CHHOTTANAGPUR SUPPLY AGENCY L1 | M/s Sanjay Supplier L3 |
|---|---|---|---|---|---|---|
| 1.01 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. MS channel 100*50*5 for foundation= (13feet*3+10feet*3+9.5*3+9feet*3)*2.914Kg/feet=279.744
MS angle of 65*65*6 size= (20feet*3+40feet*3+20feet*3)*1.767kg/feet= 424.08 | 703.82 | Kg | 90 ₹63,343.80 | 90 ₹63,343.80 | 95 ₹66,862.90 |
| 1.02 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m² | 167.21 | Sqm | 925 ₹1.5 L | 900 ₹1.5 L | 925 ₹1.5 L |
| 1.03 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (0.5*0.5*0.5 cum* 20 number) | 2.5 | Cum | 6,000 ₹15,000 | 6,000 ₹15,000 | 6,200 ₹15,500 |
| 1.04 | Earth work 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 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. | 2.5 | Cum | 200 ₹500 | 200 ₹500 | 225 ₹562.50 |
| 1.05 | Erection of pole/pipe of height 6.5 to 8m | 2 | Nos | 4,550 ₹9,100 | 4,500 ₹9,000 | 4,550 ₹9,100 |
| 1.06 | cutting work in 4'' dia pipeline | 251.2 | inch | 13 ₹3,265.60 | 13 ₹3,265.60 | 14 ₹3,516.80 |
| 1.07 | welding work in 4'' dia pipeline | 502.4 | inch | 15 ₹7,536 | 15 ₹7,536 | 16 ₹8,038.40 |
| 1.08 | Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X
1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, turn buckle ( 20 mm X 60 cm), 7/ 4.00 mm dia G.I.
stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3
coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation
including excavation and refilling etc. as required.3 | 2 | set | 4,100 ₹8,200 | 4,000 ₹8,000 | 4,100 ₹8,200 |
| 1.09 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,
rubber insertions etc. (the tail pieces if required will be paid separately) : class 1 | 2 | Nos | 3,600 ₹7,200 | 3,500 ₹7,000 | 3,600 ₹7,200 |
| 2.00 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - | - |
Tender Value
₹2.9 L
EMD Value
₹3,700
Closing Date
2 Apr 2026, 9:00 amClosed
PE EnM AADOCM
Office of PE EnM AADOCM
A)Repairing and new making of shelter for transformer Switch Pump motor starter in respect of Amlo railway siding of AADOCM project. B) Fabrication and erection of two number tanker point for providing water to tanker point for dust
2026_CCL_357320_1
AADOCM/ENM/25-26/12
Open Tender
Electrical and Maintenance Works
7 days
AADOCM
Refer tender document
2 documents required · 2 mandatory
₹3,700
15 Apr 2026
23 Mar 2026
3 Apr 2026
23 Mar 2026
2 Apr 2026
23 Mar 2026
23 Mar 2026 - 2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. MS channel 100*50*5 for foundation= (13feet*3+10feet*3+9.5*3+9feet*3)*2.914Kg/feet=279.744
MS angle of 65*65*6 size= (20feet*3+40feet*3+20feet*3)*1.767kg/feet= 424.08 | 703.82 | Kg | - | - |
| 1.02 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m² | 167.21 | Sqm | - | - |
| 1.03 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (0.5*0.5*0.5 cum* 20 number) | 2.5 | Cum | - | - |
| 1.04 | Earth work 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 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. | 2.5 | Cum | - | - |
| 1.05 | Erection of pole/pipe of height 6.5 to 8m | 2 | Nos | - | - |
| 1.06 | cutting work in 4'' dia pipeline | 251.2 | inch | - | - |
| 1.07 | welding work in 4'' dia pipeline | 502.4 | inch | - | - |
| 1.08 | Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X
1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm,
thimble, stay clamps, turn buckle ( 20 mm X 60 cm), 7/ 4.00 mm dia G.I.
stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3
coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation
including excavation and refilling etc. as required.3 | 2 | set | - | - |
| 1.09 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,
rubber insertions etc. (the tail pieces if required will be paid separately) : class 1 | 2 | Nos | - | - |
| 2Total impact of GST for the purpose of CTC | |||||
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