Loading
Loading…
Loading…
| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹52.1 LAdmitted-Finance | ₹52.1 L | Admitted-Finance |
| 2 | ₹52.2 LAdmitted-Finance | ₹52.2 L | Admitted-Finance |
| 3 | ₹64.4 LAdmitted-Finance VILL RUNGTA COLLIRY P O RUNGTA COLLIRY DISTT SHAHDOL MP PIN 484110 | SHAHDOL | MADHYA PRADESH | 484110 | ₹64.4 L | Admitted-Finance |
| 4 | ₹85.8 LAdmitted-Finance WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | ₹85.8 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIKASH KUMAR VISHWAKARMA | MUNSHI RAM | UDAY RAJ SINGH | SURENDRA KUMAR SINGH |
|---|---|---|---|---|---|---|---|
| 1.00work description | |||||||
| 1.01 | Cleaning/Removal of debris/stone from galleries and stacking within 50 m distance
38 X 5.00 m. X 4.50 m. X 0.35 m. =299.25 m3
12 X 5.00 m. X 6.00 m. X 0.25 m. =90.00 m3 | 389.25 | m3 | 1,40,690.52 ₹1.7 L | 1,71,892.8 ₹2.0 L | 2,31,304.03 ₹2.7 L | 89,527.5 ₹1.1 L |
| 1.02 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
In roof – 38X( 5.50m.X0.30m.X0.15 m.) =9.41 m3
In roof – 12X(7.00m.X0.30m.X0.15 m.) =3.78 m3
In floor – 38X( 5.50m.X0.30m.X0.25 m.) =15.68 m3
In floor – 12X(7.00m.X0.30m.X0.25 m.) =6.30 m3 | 35.17 | m3 | 1,28,483.04 ₹1.5 L | 1,56,963.71 ₹1.9 L | 2,11,229.96 ₹2.5 L | 1,75,850 ₹2.1 L |
| 1.03 | Groove cutting in solid coal/stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
In side – 38 X 2(3.00m.X0.30m.X0.50 m.) =34.20 m3
In side – 12 X 2(3.00m.X0.30m.X0.50 m.) =10.80 m3 | 45 | m3 | 67,690.8 ₹79,875.14 | 82,710 ₹97,597.80 | 1,11,286.8 ₹1.3 L | 76,500 ₹90,270 |
| 1.04 | Reinforced cement concrete (1:2:4) in wall/roof ceiling of air crossing/stopping (any thickness) in u/g (Excluding centring, shuttering, reinforcement cutting, bending, placing in position and binding etc all complete as well as cost of RCC materials)
In wall- 38 X5.50m.X3.40m.X0.30 m.)=213.18 m3
In wall- 12 X7.00m.X3.40m.X0.30 m.)=85.68 m3 | 298.86 | m3 | 9,75,888.48 ₹11.5 L | 11,92,152.54 ₹14.1 L | 16,04,403.01 ₹18.9 L | 11,80,497 ₹13.9 L |
| 1.05 | Cement concrete/ PCC (1:2:4) in foundation/ plinth/ flooring/wall (any thickness) in u/g
(Excluding centring, shuttering and cost of CC materials)
Floor - 38X(4.50 m.X0.05m.) =8.55 m3
Floor - 12X(6.0 m.X0.05m.) =3.60 m3
Water Seal - 20X(3.0 m.X1.00m.X0.10m.) =6.00 m3 | 18.15 | m3 | 48,239.61 ₹56,922.74 | 61,710 ₹72,817.80 | 79,308.06 ₹93,583.51 | 43,560 ₹51,400.80 |
| 1.06 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position
and binding and strutting, propping etc complete.
Wall - 38X2X(4.50 m.X3.00m.) =1026.00 m2
Wall - 12X2X(6.0 m.X3.00m.) =432.00 m2 | 1,458 | m2 | 9,13,684.86 ₹10.8 L | 11,00,790 ₹13.0 L | 15,02,133.66 ₹17.7 L | 5,97,780 ₹7.1 L |
| 1.07 | 6 mm thick cement plaster/cement punning (1:4) to RCC/PCC work in u/g including curing etc
complete (exclusive cost of materials) one side
Wall - 38X2X(4.50 m.X3.00m.) =1026.00 m2
Roof- 38X(4.50 m.X1.00m.) =171.00 m2
Side- 38X2X(3.00 m.X1.00m.) =228.00 m2
Wall - 12X2X(6.00 m.X3.00m.) =432.00 m2
Roof- 12X(6.00 m.X1.00m.) =72.00 m2
Side- 12X2X(3.00 m.X1.00m.) =72.00 m2 | 2,001 | m2 | 4,56,087.93 ₹5.4 L | 5,56,278 ₹6.6 L | 7,43,831.73 ₹8.8 L | 1,86,093 ₹2.2 L |
| 1.08 | Whitewashing in underground with white lime to give an even shade on old work/ new work
Wall - 38X(4.50 m.X3.00m.) =513.00 m2
Roof- 38X(4.50 m.X5.00m.) =855.00 m2
Side- 38X2X(3.00 m.X5.00m.) =1140.00 m2
Wall - 12X2X(6.00 m.X3.00m.) =432.00 m2
Roof- 12X(6.00 m.X5.00m.) =360.00 m2
Side- 12X2X(3.00 m.X5.00m.) =360.00 m2 | 3,660 | m2 | 38,466.6 ₹45,390.59 | 47,580 ₹56,144.40 | 63,244.8 ₹74,628.86 | 29,280 ₹34,550.40 |
| 1.09 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
CEMENT | 2,089 | Bag | 13,390.49 ₹15,800.78 | 16,398.65 ₹19,350.41 | 22,038.95 ₹26,005.96 | 16,712 ₹19,720.16 |
Tender Value
₹78.8 L
EMD Value
₹98,500
Closing Date
28 Mar 2026, 5:00 pmClosed
STAFF OFFICER MINING
OFFICE OF THE STAFF OFFICER MINING
Construction of 50 Nos. RCC Isolation stoppings in working LHCM Panels VIBW-13, VIBW-14, VIBW-15, 5R, 26DW in Burhar VI Bottom Seam of Damni UG mine
2026_SECL_356325_1
SECL/SGP/SO(M)/2025-26/NIT-723 dated 11-03-2026
Open Tender
Civil Works - Others
180 days
DAMNI UG MINE
as per NIT
9 documents required · 9 mandatory
₹98,500
Yes
26 May 2026
11 Mar 2026
30 Mar 2026
11 Mar 2026
28 Mar 2026
12 Mar 2026
11 Mar 2026 - 21 Mar 2026
work description
Cleaning/Removal of debris/stone from galleries and stacking within 50 m distance 38 X 5.00 m. X 4.50 m. X 0.35 m. =299.25 m3 12 X 5.00 m. X 6.00 m. X 0.25 m. =90.00 m3
Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance. In roof – 38X( 5.50m.X0.30m.X0.15 m.) =9.41 m3 In roof – 12X(7.00m.X0.30m.X0.15 m.) =3.78 m3 In floor – 38X( 5.50m.X0.30m.X0.25 m.) =15.68 m3 In floor – 12X(7.00m.X0.30m.X0.25 m.) =6.30 m3
Groove cutting in solid coal/stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance. In side – 38 X 2(3.00m.X0.30m.X0.50 m.) =34.20 m3 In side – 12 X 2(3.00m.X0.30m.X0.50 m.) =10.80 m3
Reinforced cement concrete (1:2:4) in wall/roof ceiling of air crossing/stopping (any thickness) in u/g (Excluding centring, shuttering, reinforcement cutting, bending, placing in position and binding etc all complete as well as cost of RCC materials) In wall- 38 X5.50m.X3.40m.X0.30 m.)=213.18 m3 In wall- 12 X7.00m.X3.40m.X0.30 m.)=85.68 m3
Cement concrete/ PCC (1:2:4) in foundation/ plinth/ flooring/wall (any thickness) in u/g (Excluding centring, shuttering and cost of CC materials) Floor - 38X(4.50 m.X0.05m.) =8.55 m3 Floor - 12X(6.0 m.X0.05m.) =3.60 m3 Water Seal - 20X(3.0 m.X1.00m.X0.10m.) =6.00 m3
Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. Wall - 38X2X(4.50 m.X3.00m.) =1026.00 m2 Wall - 12X2X(6.0 m.X3.00m.) =432.00 m2
6 mm thick cement plaster/cement punning (1:4) to RCC/PCC work in u/g including curing etc complete (exclusive cost of materials) one side Wall - 38X2X(4.50 m.X3.00m.) =1026.00 m2 Roof- 38X(4.50 m.X1.00m.) =171.00 m2 Side- 38X2X(3.00 m.X1.00m.) =228.00 m2 Wall - 12X2X(6.00 m.X3.00m.) =432.00 m2 Roof- 12X(6.00 m.X1.00m.) =72.00 m2 Side- 12X2X(3.00 m.X1.00m.) =72.00 m2
Whitewashing in underground with white lime to give an even shade on old work/ new work Wall - 38X(4.50 m.X3.00m.) =513.00 m2 Roof- 38X(4.50 m.X5.00m.) =855.00 m2 Side- 38X2X(3.00 m.X5.00m.) =1140.00 m2 Wall - 12X2X(6.00 m.X3.00m.) =432.00 m2 Roof- 12X(6.00 m.X5.00m.) =360.00 m2 Side- 12X2X(3.00 m.X5.00m.) =360.00 m2
Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m. CEMENT
STONE CHIPS
Steel Rod
Transportation of all kind of building material from surface to u/g through haulages with tramming and pushing, coupling /uncoupling etc for a distance every 1.0 Km or part there of and bringing the empty tubs to surface. CEMENT
STONE CHIPS
Steel Rod
Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. CEMENT
STONE CHIPS
Steel Rod
Lead for transportation/carriage of all kinds building materials by manually in u/g. Upto 75.00 m . Sand - 156.08 m3, Cement - 73.13 m3, stone chips- 282.14 m3, steel-1.31 m3 = 512.66 m3
Pushing of tub for every 30m after free pushing of first 30.00m Upto 810 m. ( 26*6.02= 156.52) Sand - 156.08 m3, Cement - 73.13 m3, stone chips- 282.14 m3, steel-1.31 m3 = 512.66 m3
Material cost (supply and stacking of material including cost of material,Transportation,Royaity etc. complete) (a) Cement
(b)Sand
(C)Stone metal
(d)steel
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 0.76 MB
Tendernotice_2.pdf
PDF • 1.48 MB
BOQ_369165.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid