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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹13.2 LAccepted-AOC WARD NO 14 MURALIYA BAG BURHAR DISTT SHAHDOL M P 484110 | SHAHDOL | MADHYA PRADESH | 484110 | ₹13.2 L | L-1 | Accepted-AOC bidder is the L-1 bidder. |
| 2 | Rejected-Technical WARD NO 14 BASTI ROAD NEAR UJJER BAGICHA ANUPPUR DISTT ANUPPUR M P 484224 | ANUPPUR | ANUPPUR | MADHYA PRADESH | 484224 | - | - | Rejected-Technical bidder is not the L-1 bidder. |
| 3 | Rejected-Technical | - | - | Rejected-Technical bidder is not the L-1 bidder. |
Tender Value
₹24.5 L
EMD Value
₹30,700
Closing Date
29 Apr 2026, 5:00 pmClosed
Staff Officer Civil SECL Sohagpur Area
Office of Staff Officer Civil SECL Sohagpur Area, GM Office, Dhanpuri, Distt. Shahdol , M.P. 484114
Providing and Making, Pump Foundation, Pump Shed, Handling and laying of Hume pipes including other protective works etc. for Monsoon at Rampur Batura OCP under Sohagpur Area
2026_SECL_358505_1
SECL/SGP/SO(C)/ e-TENDER/2026-27/09 dtd. 18.04.2026
Open Tender
Civil Works - Others
150 days
Sohagpur Area
As Per Nit
3 documents required · 3 mandatory
₹30,700
30 May 2026
18 Apr 2026
1 May 2026
18 Apr 2026
29 Apr 2026
19 Apr 2026
18 Apr 2026 - 26 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Item Description/ Heading | ||||||
| 1.01 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per relevent clauses of section-300 of specification. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Construction of Rock fill Embankment Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313 | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator including cutting and loading in tippers and disposal with all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections and as per relevent clauses of section-300 of specification. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Laying Non Pressure NP-4 Class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing of joints etc., complete 900 mm dia RCC pipes. | - | Metre | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | Laying Non Pressure NP-4 Class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing of joints etc., complete 1200 mm dia RCC pipes. | - | Metre | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | Cleaning of RCC Hume pipe safely at work site with help of mechanically or manually etc., all complete as per Instruction of Engineer-In-Charge. | - | Rmt | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | Providing empty cement bags, filling local earth stitching and placing etc., all complete as per instruction of Engineer-In-Charge. | - | Each | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | Making Arrangement for unloading and placing of RCC Hume Pipe safely at work site, 1200 mm dia and 2.5 metre long with help of Mechinacal Means etc., all complete as per Instruction of Engineer-In-Charge. | - | Metre | - | - | BI01010001010000000000000515BI0100001121 |
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