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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.1 CrAccepted-AOC A 49 10 VINDHYA COLONY PINOURA DISTRICT UMARIA MADHYA PRADESH 484555 | UMARIA | MADHYA PRADESH | 484555 | ₹1.1 Cr | L-1 | Accepted-AOC Accepted as L-1 |
| 2 | L-2₹1.1 Cr+₹33,562.69 (0.31%)Rejected-Finance CAMP VILLAGE DEVGAI POST KUDRI SHADOL MP PIN 484110 | SHAHDOL | MADHYA PRADESH | 484110 | ₹1.1 Cr+₹33,562.69 (0.31%) | L-2 | Rejected-Finance Rejected as L-2 |
| 3 | L-3₹1.1 Cr+₹1.2 L (1.15%)Rejected-Finance ANUPPUR M P | ₹1.1 Cr+₹1.2 L (1.15%) | L-3 | Rejected-Finance Rejected as L-3 |
| Sl No | Description | Qty | Unit | ABADH KISHOR SHARMA L1 | M/S. DUBEY AND COMPANY L3 | RAVI KUMAR JAISWAL L2 |
|---|---|---|---|---|---|---|
| 1.00PARTICULAR | ||||||
| 1.01 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
ISMB (200X100) Girder -
40 Nos. X 5.50m. X 25.40kg/m. = 5588.00 kg M.S. Plate (8mm) 35.00 X (3.50+4.00)/2 X 62.80kg/m. = 8242.50 kg | 13,830.5 | kg | 87,408.76 ₹1,03,142.34 Lowest | 88,238.59 ₹1,04,121.54 | 87,408.76 ₹1,03,142.34 Lowest |
| 1.02 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as
per direction of Engineer - in- charge.
Drift - 0L VI Bottom Seam to V Seam 35 m. RCC Wall – 2( 35.00X3.00X0.30) = 63.00 m3 | 63 | cubic mtr | 3,78,126 ₹4,46,188.68 Lowest | 3,81,276 ₹4,49,905.68 | 3,78,126 ₹4,46,188.68 Lowest |
| 1.03 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. 2( 35.00X3.00) = 210.00 m2 | 210 | sq. mtr | 3,84,720 ₹4,53,969.6 Lowest | 3,87,870 ₹4,57,686.6 | 3,84,720 ₹4,53,969.6 Lowest |
| 1.04 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
Drift - 0L VI Bottom Seam to 5L V Seam – 60.00 X(0.85+0.65+0.70+0.55+0.60+0.55) /6 (0.65) X 2.65 = 103.35 m3 | 103.35 | cubic mtr | 7,55,695.2 ₹8,91,720.34 Lowest | 7,61,896.2 ₹8,99,037.52 | 7,55,695.2 ₹8,91,720.34 Lowest |
| 1.05 | Roof & Side blasting including labour for drilling, blasting & mucking manually in Stone/coal (drilling by hand).
(A) Drift - 31L/7DE V Seam to 31L/8DE VI Bottom Seam – (1) Widening- 25.00 X(0.70+0.65+0.60 +0.75+0.50+ 0.85+0.50+ 0.60+0.55 +0.65) /10 (0.64) X 2.50=40.00 m3 (2) heightening 10.00 X(0.20+0.25+0.30 +0.20+0.35) /5(0.64) X 3.90= 10.14 m3 Total - 50.14 m3
(B)For Widening of Existing gallery Seam VI Bottom
0L /4DE TO 6L/4DE, 6L/4DE TO 6L/1DE, 6L/1DE TO 16L/1DE, 16L/1DE TO 16L/0D, 0D/16L TO 0D/32L, 32L/0D TO 16DW/32L, 16DW/32L TO 42L/16DW, 38L/16DW TO 50DW/39LC (C) For Widening of Existing gallery Seam V
5L/0D TO 31L/0D, 31L/0D TO 7DE/31L & 8D/31L TO 13 DE, 31LE/13D TO 31L/23DE (Seam VI Bottom)– Total length of gallery -3056.00 M. and
Lenght for widening of Existing gallery- 1230.00 M.- 1566.00 x (0.40+0.55+0.35+0.65+0.50+0.55 +0.60+0.30+0.70+0.35+0.50+0.45+0.65+0.40+0.45+0.50+0.45+0.70+0.35+0.50+0.25+0.60+0.65+0.55+0.45+0.30+0.65+0.70+0.50+0.45+0.30+0.45+0.30+0.55+0.450+0.30+0.40+0.75+0.40+0.65+0.40+0.65+0.35+0.40+0.35+0.40+0.80+0.35+0.45+0.65+0.40+0.50+0.35+0.55/54 = 1566.00 x 0.48M.(Ave.) x 2.60M. (Ave.) = 1954.37 m3
(C) For Widening of Existing gallery corner- (1) 4DE/6L- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (2) 1DE/6L- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (3) 1DE/16L-1/2 X (7.00X7.00X2.70)= 66.15 M3 (4) 0D/16L- 1/2 X (7.00X7.00X2.70)= 66.15 M3 (5) 0D/32L- 1/2 X (7.00X7.00X2.60)= 63.70 M3 (6) 16DW/32L- 1/2 X (7.00X7.00X2.60)= 63.70 M3 (7) 16DW/39L- 1/2 X (7.00X7.00X2.60)= 63.70M3 (8) 20DW/39L- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (9) 20DW/39LC- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (10) 21DW/39LC-1/2 X(7.00X7.00X2.65)= 64.93 M3 (11) 21DW/39LC- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (12) 1DE/31L-1/2 X(7.00X7.00X2.50)= 61.25 M3 Total - 710.53 m3 GRAND TOTAL- 50.14+1954.37+710.53 =2715.04 m3 | 2,715.04 | cubic mtr | 64,29,214.72 ₹75,86,473.37 Lowest | 64,83,515.52 ₹76,50,548.31 | 64,29,214.72 ₹75,86,473.37 Lowest |
| 1.06 | Roof bolting in u/g including drilling by power drill manually with wet drilling arrangement
(1.50m – 1.80m length with 27mm dia, drill bit for anchoring 20/22 mm dia roof bolts with
resin capsules and fitting of bearing plates and W-strap (as and when required) and tightening
of nuts etc complete. {(Including material cost as per Item no. 20 of GMSOR'24 i.e. Cost of drill rod, drill bit ( Rs. 27.49/Bolt) & jet pressure pump (Rs. 1.18/Bolt)] Total 25+1566=1591 M. lenght /1.20 m.= (1325 m. X 2Row = 2650 Nos. + additional re- support, Side support for drift & Corner support of Existing gallery- 550 Nos. of Bolt Total - 3200 Nos. ) | 3,200 | Nos | 11,90,400 ₹14,04,672 Lowest | 12,00,000 ₹14,16,000 | 11,90,400 ₹14,04,672 Lowest |
Tender Value
₹99.9 L
EMD Value
₹1.2 L
Closing Date
23 May 2026, 6:00 pmClosed
STAFF OFFICER MINING
OFFICE OF THE STAFF OFFICER MINING
Heightening Widening of existing drift, Demolishing R.C.C. wall and coal gallery and Roof and Side blasting in coal for Preparation of roadway for marching of 01 nos. LHCM in Dip Panel of Burhar VI Bottom Seam an 01 nos. LHCM in Burhar V Seam at Damn
2026_SECL_359229_1
SECL/SGP/SO(M)/2025-26/NIT-728 dated 07-05-2026
Open Tender
Civil Works - Others
Item Rate
180 days
DAMNI UG MINE
as per NIT
8 documents required · 8 mandatory
₹1.2 L
Yes
5 Aug 2026
7 May 2026
25 May 2026
7 May 2026
23 May 2026
8 May 2026
7 May 2026 - 16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PARTICULAR | |||||
| 1.01 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
ISMB (200X100) Girder -
40 Nos. X 5.50m. X 25.40kg/m. = 5588.00 kg M.S. Plate (8mm) 35.00 X (3.50+4.00)/2 X 62.80kg/m. = 8242.50 kg | - | kg | 5.81 | - |
| 1.02 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as
per direction of Engineer - in- charge.
Drift - 0L VI Bottom Seam to V Seam 35 m. RCC Wall – 2( 35.00X3.00X0.30) = 63.00 m3 | - | cubic mtr | 5,506.2 | - |
| 1.03 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. 2( 35.00X3.00) = 210.00 m2 | - | sq. mtr | 1,680.67 | - |
| 1.04 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
Drift - 0L VI Bottom Seam to 5L V Seam – 60.00 X(0.85+0.65+0.70+0.55+0.60+0.55) /6 (0.65) X 2.65 = 103.35 m3 | 1 | cubic mtr | 6,707.91 | ₹6,701.2 |
| 1.05 | Roof & Side blasting including labour for drilling, blasting & mucking manually in Stone/coal (drilling by hand).
(A) Drift - 31L/7DE V Seam to 31L/8DE VI Bottom Seam – (1) Widening- 25.00 X(0.70+0.65+0.60 +0.75+0.50+ 0.85+0.50+ 0.60+0.55 +0.65) /10 (0.64) X 2.50=40.00 m3 (2) heightening 10.00 X(0.20+0.25+0.30 +0.20+0.35) /5(0.64) X 3.90= 10.14 m3 Total - 50.14 m3
(B)For Widening of Existing gallery Seam VI Bottom
0L /4DE TO 6L/4DE, 6L/4DE TO 6L/1DE, 6L/1DE TO 16L/1DE, 16L/1DE TO 16L/0D, 0D/16L TO 0D/32L, 32L/0D TO 16DW/32L, 16DW/32L TO 42L/16DW, 38L/16DW TO 50DW/39LC (C) For Widening of Existing gallery Seam V
5L/0D TO 31L/0D, 31L/0D TO 7DE/31L & 8D/31L TO 13 DE, 31LE/13D TO 31L/23DE (Seam VI Bottom)– Total length of gallery -3056.00 M. and
Lenght for widening of Existing gallery- 1230.00 M.- 1566.00 x (0.40+0.55+0.35+0.65+0.50+0.55 +0.60+0.30+0.70+0.35+0.50+0.45+0.65+0.40+0.45+0.50+0.45+0.70+0.35+0.50+0.25+0.60+0.65+0.55+0.45+0.30+0.65+0.70+0.50+0.45+0.30+0.45+0.30+0.55+0.450+0.30+0.40+0.75+0.40+0.65+0.40+0.65+0.35+0.40+0.35+0.40+0.80+0.35+0.45+0.65+0.40+0.50+0.35+0.55/54 = 1566.00 x 0.48M.(Ave.) x 2.60M. (Ave.) = 1954.37 m3
(C) For Widening of Existing gallery corner- (1) 4DE/6L- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (2) 1DE/6L- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (3) 1DE/16L-1/2 X (7.00X7.00X2.70)= 66.15 M3 (4) 0D/16L- 1/2 X (7.00X7.00X2.70)= 66.15 M3 (5) 0D/32L- 1/2 X (7.00X7.00X2.60)= 63.70 M3 (6) 16DW/32L- 1/2 X (7.00X7.00X2.60)= 63.70 M3 (7) 16DW/39L- 1/2 X (7.00X7.00X2.60)= 63.70M3 (8) 20DW/39L- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (9) 20DW/39LC- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (10) 21DW/39LC-1/2 X(7.00X7.00X2.65)= 64.93 M3 (11) 21DW/39LC- 1/2 X (7.00X7.00X2.65)= 64.93 M3 (12) 1DE/31L-1/2 X(7.00X7.00X2.50)= 61.25 M3 Total - 710.53 m3 GRAND TOTAL- 50.14+1954.37+710.53 =2715.04 m3 | 1 | cubic mtr | 2,172.98 | ₹2,170.81 |
| 1.06 | Roof bolting in u/g including drilling by power drill manually with wet drilling arrangement
(1.50m – 1.80m length with 27mm dia, drill bit for anchoring 20/22 mm dia roof bolts with
resin capsules and fitting of bearing plates and W-strap (as and when required) and tightening
of nuts etc complete. {(Including material cost as per Item no. 20 of GMSOR'24 i.e. Cost of drill rod, drill bit ( Rs. 27.49/Bolt) & jet pressure pump (Rs. 1.18/Bolt)] Total 25+1566=1591 M. lenght /1.20 m.= (1325 m. X 2Row = 2650 Nos. + additional re- support, Side support for drift & Corner support of Existing gallery- 550 Nos. of Bolt Total - 3200 Nos. ) | - | Nos | 341.34 | - |
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