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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.7 LAccepted-AOC AT RAY COLLIERY POST CHURI DIST RANCHI 829209 | HAZARIBAGH | JHARKHAND | 829209 | ₹5.7 L Quoted ₹4.8 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹4.9 LRejected-Finance AT BACHRA P O BACHRA DIST CHATRA JHARKHAND | ₹4.9 L | L-2 | Rejected-Finance L-2 |
| 3 | Rejected-Technical AT BACHRA P O BACHRA DIST CHATRA JHARKHAND | CHATRA | JHARKHAND | 825103 | - | - | Rejected-Technical All techno commercial document of the bid is not as per e-NIT. |
| Sl No | Description | Qty | Unit | M/S M. S. CONSTRUCTION L1 | M/s.Pooja Construction L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of pole/street light standard/strut embedded in cement concrete foundation etc. as required. | 5 | No. | 2,126.61 ₹10,633.05 | 2,200 ₹11,000 |
| 2.00 | Dismantling of overhead lines comprising of copper/aluminium overhead conductor, Cl. wire, cross arms, insulators etc. as required.
(a) 10 span x 40 mtr. X 4 wire = 1600 mtr. X 0.214 kg/km= 0.3424 = kg. | 342.4 | kg | 73 ₹24,995.20 | 75 ₹25,680 |
| 3.00 | Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required. | 4 | No. | 7,671 ₹30,684 | 7,700 ₹30,800 |
| 4.00 | Supply of P.C.C Pole size (Length) 9 mmtr. | 14 | No. | 4,490 ₹62,860 | 4,500 ₹63,000 |
| 5.00 | Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required.Above 8.0 metre and upto 11.0 metre. | 14 | No. | 6,170 ₹86,380 | 6,200 ₹86,800 |
| 6.00 | Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for 2 wire over head line complete with clamps, bolts, nuts and washer etc including drilling of holes for insulator pins etc (as per drawing) and painting with primer and finished paint as reauired. | 30 | Set | 695 ₹20,850 | 700 ₹21,000 |
| 7.00 | 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. | 7 | No. | 5,322 ₹37,254 | 5,500 ₹38,500 |
| 8.00 | Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for 4 wire over head line complete with clamps, bolts, nuts and washer etc including drilling of holes for insulator pins etc (as per drawing) and painting with primer and finished paint as required. | 18 | Set | 1,155 ₹20,790 | 1,200 ₹21,600 |
| 9.00 | Supplying and erection of galvanised 'D iron clamps complete with shackle insulator (100 mm X 110 mm), GI bolts, nuts and washers, coach screws etc. as required. | 32 | No. | 266 ₹8,512 | 300 ₹9,600 |
| 10.00 | Supplying and erection of 100 mm X 80 mm pin insulator complete with G. I. Spindle and nuts etc. as required . | 32 | Set | 134 ₹4,288 | 150 ₹4,800 |
Tender Value
₹5.2 L
EMD Value
₹6,500
Closing Date
19 Jan 2026, 5:00 pmClosed
PE(Elect.)
OFFICE OF PO CHP-CPP, Piparwar Area,PO - Bachra, Dist - Chatra, Jharkhand - 829201
Dismantling/Erection of Poles, Replacement of Damaged Stay Pin Insulator, and Conductor of 440 V OH Line, and Cradling Wire at Bahera Village with Shifting and Extension of Line.
2026_CCL_350967_1
PE/Elec/CHP/PPR/E-NIT/25-26/17
Open Tender
Electrical and Maintenance Works
10 days
OFFICE OF PO CHP-CPP, Piparwar Area, CCL, PO - Ba
2 documents required · 2 mandatory
₹6,500
18 Mar 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
9 Jan 2026 - 16 Jan 2026
Dismantling of pole/street light standard/strut embedded in cement concrete foundation etc. as required.
Dismantling of overhead lines comprising of copper/aluminium overhead conductor, Cl. wire, cross arms, insulators etc. as required. (a) 10 span x 40 mtr. X 4 wire = 1600 mtr. X 0.214 kg/km= 0.3424 = kg.
Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required.
Supply of P.C.C Pole size (Length) 9 mmtr.
Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required.Above 8.0 metre and upto 11.0 metre.
Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for 2 wire over head line complete with clamps, bolts, nuts and washer etc including drilling of holes for insulator pins etc (as per drawing) and painting with primer and finished paint as reauired.
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.
Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for 4 wire over head line complete with clamps, bolts, nuts and washer etc including drilling of holes for insulator pins etc (as per drawing) and painting with primer and finished paint as required.
Supplying and erection of galvanised 'D iron clamps complete with shackle insulator (100 mm X 110 mm), GI bolts, nuts and washers, coach screws etc. as required.
Supplying and erection of 100 mm X 80 mm pin insulator complete with G. I. Spindle and nuts etc. as required .
Erection of ACSR conductor of 7/3.35 mm to 7/4.00 diameter and above including binding etc. as required. (a) 14 span x 40 mtr. X 4 wire = 2240 mtr. X 0.214 kg/km= 0.47936 = 479.36 kg.
LT spacer for 4 wire OH system
Erection of G.I. Wire No. 8 SWG including binding etc. as required.
Supply of 8 SWG GI wire cradle guard of OH line A. (a) 16 span x 40 m x 2 no = 1280 mtr. (b) 16 span x 20 no. x 1.5 mtr = 480 mtr. a+b= 1280+ 480 = 1760 mtr. 1760 mtr x 5 % extra = 88 mtr. =1760 + 88 = 1848 mtr. 1.848 x @ 98.03 Kg/Km = 181.16 kg B. (a) 10 span x 50 m x 2 no = 1000 mtr. (b) 10 span x 22 no. x 1.5 mtr = 330 mtr. a+b= 1000+ 330 = 1330 mtr. 1330 mtr x 5 % extra = 66.5 mtr. =1330 + 66.5 = 1396.5 mtr. 1.396 x @ 98.03 Kg/Km = 136.84 kg A + B = 181.16 + 136.84 = 318 kg
Total impact of GST for the purpose of CTC
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