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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.6 LAccepted-AOC AT MOHAN NAGAR PO DAKRA PS KHALARI DISTT RANCHI JHARKHAND 829201 | CHATRA | JHARKHAND | 829201 | ₹4.6 L Quoted ₹3.9 L | L-1 | Accepted-AOC As per recommendation of TC and Approval of Competent Authority |
| 2 | Rejected-Technical MOHAN NAGAR DAKRA KHALARI RANCHI JHARKHAND 829210 | RANCHI | JHARKHAND | 829210 | - | - | Rejected-Technical As per NIT |
| 3 | Rejected-Technical LOHANDIA BAZAR LALMATIA GODDA 814105 JHARKHAND INDIA | LALMATIA | GODDA | JHARKHAND | 814105 | - | - | Rejected-Technical As per NIT |
| Sl No | Description | Qty | Unit | M/S MAA CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00 | PART - A (PUMP SHIFTING WORK) Dismantling of Discharge Pipeline Dismantling of 6” dia. by gas/electric welding M/C for cutting of pipe. (A) Pipe near delivery side of pump, 48 mtrs. (2X4X51.75 = 414.00 Cm). (B)Unsued 6” dia. 330 mtrs (from CS-49), (55X51.75 = 2846.75 Cm) (Total- 414.00 + 2846.75= 3260.75 cm) | 3,260.75 | cm | 3.88 ₹12,654.32 Lowest |
| 2.00 | Transportation/carriage of 6" dia. 6 mtr length of 330 mtrs. G.I/M.S. pipes from near CS-49 to CISF camp or vice-versa by stacking/loading in to truck & unloading at proposed site of work or storage of work shop for all leads on a 10Te truck(100 X 3) Trip in 5 km lead. | 3 | Mtr(100 x3) trip | 612.16 ₹1,836.49 Lowest |
| 3.00 | Making of Discharge pipe as per Requirement Making bend delivery side 6” dia. pipe line cutting of pipe 2X4X51.75 = 414.00 Cm. Jointing by welding and bending pipe 2X4X3X51.75 = 1242.00 Cm. Total = 1656.00 Cm. | 1,656 | cm | 3.88 ₹6,426.6 Lowest |
| 4.00 | Welding of 6” dia pipe to pipe for jointing by gas/electric welding M/C, 350 Mtr (58X2X51.75 = 6003.00 Cm) for jointing of pipe. | 6,003 | Cm | 3.88 ₹23,296.44 Lowest |
| 5.00 | Providing of Jetting Hose Pipe with Flange. 6 inch dia., 6 mtr. Length | 12 | Mtr. | 4,258.1 ₹51,097.2 Lowest |
| 6.00 | Cleaning of sump Cleaning of sump to make it suitable for suction of mud free water, Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm 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 soils as directed, within a lead of 50 m. All kinds of soil.(4m X 3m X 2m)= 24 cum x4= 96 cum | 96 | cum | 1,017.52 ₹97,682.32 Lowest |
| 7.00 | Dismantling & Fixing of pump water engine Loading unloading, dismantalling and fixing of 1000 Gpm pump from one place to another with in range of 5 km | 4 | Job | 17,374.13 ₹69,496.5 Lowest |
| 8.00 | Making Base for pump By Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm 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 soils as directed, within a lead of 50 m. Hard rock.(3m X 3m X 2m)= 18 cum x 4= 72 cum | 72 | cum | 1,017.52 ₹73,261.74 Lowest |
| 9.00 | Laying of pipe above ground 6” dia. 350 mtrs. MS Pipe (21.2kg/m X 350 mtrs.) | 7,420 | kg | 2.42 ₹17,963.82 Lowest |
| 10.00 | Providing 6" Carbon steel forged blind flange | 10 | pcs. | 913.07 ₹9,130.66 Lowest |
Tender Value
₹4.2 L
EMD Value
₹5,300
Closing Date
8 May 2026, 5:00 pmClosed
Staff Officer (EnM),M-S Area
Office of the General Manager M-S Area Bachra 829201.
(PART-A) Dismantling, Laying and Shifting of both pump set installed at sump near CS-34. and (PART-B) Making of New filling point at top surface at chamatu for the purpose of dust suppression under Magadh OCP, M-S Area
2026_CCL_358874_1
GM(MS)/SO(EnM)/e-NIT/26-27/09
Open Tender
Electrical and Maintenance Works
Item Rate
15 days
Office of the Project Officer Magadh OCP, M-S Area
Please Refer NIT
3 documents required · 3 mandatory
₹5,300
1 Sept 2026
28 Apr 2026
9 May 2026
29 Apr 2026
8 May 2026
29 Apr 2026
29 Apr 2026 - 5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PART - A (PUMP SHIFTING WORK) Dismantling of Discharge Pipeline Dismantling of 6” dia. by gas/electric welding M/C for cutting of pipe. (A) Pipe near delivery side of pump, 48 mtrs. (2X4X51.75 = 414.00 Cm). (B)Unsued 6” dia. 330 mtrs (from CS-49), (55X51.75 = 2846.75 Cm) (Total- 414.00 + 2846.75= 3260.75 cm) | 3,260.75 | cm | 3,880 | ₹1,26,51,710 |
| 2 | Transportation/carriage of 6" dia. 6 mtr length of 330 mtrs. G.I/M.S. pipes from near CS-49 to CISF camp or vice-versa by stacking/loading in to truck & unloading at proposed site of work or storage of work shop for all leads on a 10Te truck(100 X 3) Trip in 5 km lead. | 3 | Mtr(100 x3) trip | 3,880 | ₹11,640 |
| 3 | Making of Discharge pipe as per Requirement Making bend delivery side 6” dia. pipe line cutting of pipe 2X4X51.75 = 414.00 Cm. Jointing by welding and bending pipe 2X4X3X51.75 = 1242.00 Cm. Total = 1656.00 Cm. | 1,656 | cm | 3,880 | ₹64,25,280 |
| 4 | Welding of 6” dia pipe to pipe for jointing by gas/electric welding M/C, 350 Mtr (58X2X51.75 = 6003.00 Cm) for jointing of pipe. | 6,003 | Cm | 3,880 | ₹2,32,91,640 |
| 5 | Providing of Jetting Hose Pipe with Flange. 6 inch dia., 6 mtr. Length | 12 | Mtr. | 3,880 | ₹46,560 |
| 6 | Cleaning of sump Cleaning of sump to make it suitable for suction of mud free water, Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm 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 soils as directed, within a lead of 50 m. All kinds of soil.(4m X 3m X 2m)= 24 cum x4= 96 cum | 96 | cum | 3,880 | ₹3,72,480 |
| 7 | Dismantling & Fixing of pump water engine Loading unloading, dismantalling and fixing of 1000 Gpm pump from one place to another with in range of 5 km | 4 | Job | 3,880 | ₹15,520 |
| 8 | Making Base for pump By Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm 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 soils as directed, within a lead of 50 m. Hard rock.(3m X 3m X 2m)= 18 cum x 4= 72 cum | 72 | cum | 3,880 | ₹2,79,360 |
| 9 | Laying of pipe above ground 6” dia. 350 mtrs. MS Pipe (21.2kg/m X 350 mtrs.) | 7,420 | kg | 3,880 | ₹2,87,89,600 |
| 10 | Providing 6" Carbon steel forged blind flange | 10 | pcs. | 3,880 | ₹38,800 |
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