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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.1 LAccepted-AOC DEGREE COLLEGE COLONY BURHAR WARD NO 1 DHANPURI DISTT SHAHDOL M P 484110 | DHANPURI | SHAHDOL | MADHYA PRADESH | 484110 | ₹17.1 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 WARD NO 04 BEHIND GM OFFICE DHANPURI DISTT SHAHDOL M P 484114 | SHAHDOL | MADHYA PRADESH | 484114 | - | - | Rejected-Technical bidder is not the L-1 bidder. |
| 4 | Rejected-Technical KHONGAPANI 497447 | KOREA | CHHATTISGARH | 497447 | - | - | Rejected-Technical bidder is not the L-1 bidder. |
Tender Value
₹35.8 L
EMD Value
₹44,700
Closing Date
5 May 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
Monsoon Preparatory works at Amlai and Dhanpuri OCM under A-D OCM Sub Area
2026_SECL_358671_1
SECL/SGP/SO(C)/ e-TENDER/2026-27/11 dtd. 23.04.2026
Open Tender
Civil Works - Others
120 days
Sohagpur Area
As Per NIT
3 documents required · 3 mandatory
₹44,700
29 May 2026
24 Apr 2026
7 May 2026
24 Apr 2026
5 May 2026
25 Apr 2026
24 Apr 2026 - 2 May 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 Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including
cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto1000m as per relevent clauses of section-300 of specification. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Supplying and stacking hard variety mechanically crushed stone metal of size 40 to 63 mm with all lead etc., all complete as per instruction of Engineer-In-Charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Laying of stone metal by manually or mechanical including levelling dressing and removal of sludge etc., all complete as per instruction of Engineer-In-Charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Providing and placing of empty cement bags filled with available sand or OB etc., all complete as per instruction of Engineer-In-Charge. | - | Bags | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | Labour assistance for cleaning of Hume pipes, culvert etc at required places as per instruction of Engineer-In-Charge. (for 4 labour for 120 days) | - | Nos | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | Laying non-pressure NP2 class (light duty) R.C.C. pipes with collars 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. R.C.C. pipe etc., all complete as per instruction Engineer-In-Charge | - | Metre | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | 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 plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | Cum | - | - | 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | 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-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
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