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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹18.6 LAccepted-AOC VILL POST PATASI TEHSI SOHAGPUR DISTRICT SHAHDOL MADHYA PRADESH 484001 | SHAHDOL | MADHYA PRADESH | 484001 | ₹18.6 L Quoted ₹15.8 L | L-1 | Accepted-AOC TIRATHRAJ ENTERPRISE IS L-1 BIDDER |
| 2 | L-3₹16.8 L+₹1.0 L (6.43%)Rejected-Finance A 48 6 VINDHYA COLONY NOWROZABAD POST PINOURA MADHYA PRADESH 484555 | NOWROZABAD | UMARIA | MADHYA PRADESH | 484555 | ₹16.8 L+₹1.0 L (6.43%) | L-3 | Rejected-Finance TIRATHRAJ ENTERPRISE is L-1 BIDDER |
| 3 | L-3₹17.8 L+₹2.0 L (12.8%)Rejected-Finance | ₹17.8 L+₹2.0 L (12.8%) | L-3 | Rejected-Finance TIRATHRAJ ENTERPRISE is L-1 BIDDER |
| 4 | L-4₹18.9 L+₹3.2 L (20.1%)Rejected-Finance A 49 10 VINDHYA COLONY PINOURA DISTRICT UMARIA MADHYA PRADESH 484555 | UMARIA | MADHYA PRADESH | 484555 | ₹18.9 L+₹3.2 L (20.1%) | L-4 | Rejected-Finance TIRATHRAJ ENTERPRISE is L-1 BIDDER |
Tender Value
₹36.5 L
EMD Value
₹45,600
Closing Date
21 Mar 2026, 5:00 pmClosed
Staff Officer (Civil)
Office of the Staff Officer (Civil) SECL Johilla Area Nowrozabad Distt Umaria MP 484555
Laying of RCC Hume pipe of different dia as desired location and providing face wall as and where require for monsoon periods at Kanchan open cast mine under Nowrozabad Sub Area of Johilla Area.
2026_SECL_356029_1
SECL/JHL/S.O.(C)/ eNIT-70/25-26/997 dt. 09.03.2026
Open Tender
Civil Works - Others
Percentage
90 days
SECL Johilla Area
3 documents required · 3 mandatory
₹45,600
23 May 2026
9 Mar 2026
23 Mar 2026
9 Mar 2026
21 Mar 2026
10 Mar 2026
9 Mar 2026 - 15 Mar 2026
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-in-charge.All kinds of soil All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift
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)
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)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Laying non-pressure NP2 /NP3/NP4 class 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 :.450 MM dia ( RCC hume pipe provided by department stacked near BIPL CAMP )
Laying non-pressure NP2 /NP3/NP4 class 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 :.600 MM dia ( RCC hume pipe provided by department stacked near BIPL CAMP )
Laying non-pressure NP2 /NP3/NP4 class 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 :.900 MM dia ( RCC hume pipe provided by department stacked near BIPL CAMP )
Laying non-pressure NP2 /NP3/NP4 class 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 ( RCC hume pipe provided by department stacked near BIPL CAMP )
Total impact of GST for the purpose of CTC
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