Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.6 LAccepted-AOC | L-1 | Accepted-AOC Accepted as L-1 | |
| 2 | L-2₹16.1 L+₹5.5 L (52.3%)Rejected-Finance WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | L-2 | Rejected-Finance Rejected as L-2 | |
| 3 | L-3₹16.2 L+₹5.6 L (53.3%)Rejected-Finance | L-3 | Rejected-Finance Rejected as L-3 | |
| 4 | L-4₹16.2 L+₹5.7 L (53.4%)Rejected-Finance CAMP VILLAGE DEVGAI POST KUDRI SHADOL MP PIN 484110 | SHAHDOL | MADHYA PRADESH | 484110 | L-4 | Rejected-Finance Rejected as L-4 |
| Sl No | Description | Qty | Unit | UDAY RAJ SINGH | VIKASH KUMAR VISHWAKARMA | RAVI KUMAR JAISWAL | SURENDRA KUMAR SINGH |
|---|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading Part (A) labour Cost | |||||||
| 1.01 | General cleaning/house keeping not exceeding 5cm in depth and stacking upto 50m or to be levelled and neatly dressed.
= 18 nos. x (6.00 x 5.00) = 540.00 m2. | 540 | m2 | 7,560 ₹8,920.8 | 4,860 ₹5,734.8 Lowest | 7,560 ₹8,920.8 | 7,560 ₹8,920.8 |
| 1.02 | Groove cutting in stone for foundation and holding bolts and excavated material to be removed and stacked separately within 50m distance.
(c) cutting in soft stone by chisel & hammer
For base of starter PF 18 nos. (1.5 x 1.00 x 0.15) = 04.05m3
For base of P/ F = 18 nos. (3.00 x 1 x 0.15) = 8.10m3
For Holding Bolt = 18 nos ( 8 x 0.30 x 0.30 x 0.35 )= 04.54m3
Total = 16.69m3 | 16.69 | M3 | 97,736.64 ₹1,15,329.24 | 64,022.84 ₹75,546.95 Lowest | 98,637.9 ₹1,16,392.72 | 98,637.9 ₹1,16,392.72 |
| 1.03 | PCC (1:2:4) construction of foundation for HT pump & P/F
for Starter- 18 Nos. (1.50 x 1.00 x 0.65) = 17.55 m3
For Pump- 18 Nos. (3.00 x 1.00 x 0.65) = 35.10 m³
For Holding Bolt 18 nos {8x(0.30x0.30x0.35}} = 04.54 m³
Total = 57.19 m³ | 57.19 | M3 | 2,43,629.4 ₹2,87,482.69 | 1,59,617.29 ₹1,88,348.4 Lowest | 2,45,802.62 ₹2,90,047.09 | 2,45,802.62 ₹2,90,047.09 |
| 1.04 | Centring, Shuttering, finishing and reinforcement including
cutting, bending, placing in position and binding and
strutting, propping etc. complete.
Starter- 18 Nos. x 2 (1.50+1.00) x 0.50 = 45.00 m²
HT Pump- 18 Nos. x 2 (3.00+1.00) x 0.50 = 72.00 m²
Total = 117.00 m² | 117 | M2 | 1,17,468 ₹1,38,612.24 | 76,986 ₹90,843.48 Lowest | 1,18,521 ₹1,39,854.78 | 1,18,521 ₹1,39,854.78 |
| 1.05 | Transportation of all kinds of building material from surface
to u/g through haulages with tramming and pusling, coupling
/uncoupling etc for a distance every 1.0 Km or part thercof
and bringing the empty tubs to surface.
1) Cement | 364 | bag | 2,730 ₹3,221.4 | 1,820 ₹2,147.6 Lowest | 2,730 ₹3,221.4 | 2,730 ₹3,221.4 |
| 1.06 | 2) Sand | 25.45 | m3 | 6,006.2 ₹7,087.32 | 3,944.75 ₹4,654.81 Lowest | 6,057.1 ₹7,147.38 | 6,057.1 ₹7,147.38 |
| 1.07 | 3) Stone chips | 50.9 | m3 | 12,012.4 ₹14,174.63 | 7,889.5 ₹9,309.61 Lowest | 12,114.2 ₹14,294.76 | 12,114.2 ₹14,294.76 |
| 1.08 | Loading of material at incline mouth.
1) Cement | 364 | bag | 3,640 ₹4,295.2 | 2,548 ₹3,006.64 Lowest | 3,640 ₹4,295.2 | 3,640 ₹4,295.2 |
| 1.09 | 2) Sand | 25.45 | m3 | 7,838.6 ₹9,249.55 | 5,140.9 ₹6,066.26 Lowest | 7,914.95 ₹9,339.64 | 7,914.95 ₹9,339.64 |
Tender Value
₹14.8 L
EMD Value
₹18,600
Closing Date
16 Jun 2025, 10:00 amClosed
STAFF OFFICER (MINING), SOHAGPUR AREA, SECL
Office of the Staff Officer (Mining) SECL Sohagpur Area
Construction of foundation/ platform for 06 nos HT Pump (1000GPM), 06 nos HT Pump (1500GPM) and 6 nos LT Pumps and laying of haulage track line for shifting of above said pumps in UG at Khairaha UG
2025_SECL_336695_1
SECL/SGP/SO(M)/eTender/35/ 25-26/694 date 31.05.2025
Open Tender
Civil Works - Others
Item Rate
180 days
Khairaha U.G. Mine
As per NIT
8 documents required · 8 mandatory
₹18,600
16 Sept 2025
31 May 2025
17 Jun 2025
31 May 2025
16 Jun 2025
1 Jun 2025
31 May 2025 - 8 Jun 2025
Item Description/ Heading Part (A) labour Cost
General cleaning/house keeping not exceeding 5cm in depth and stacking upto 50m or to be levelled and neatly dressed. = 18 nos. x (6.00 x 5.00) = 540.00 m2.
Groove cutting in stone for foundation and holding bolts and excavated material to be removed and stacked separately within 50m distance. (c) cutting in soft stone by chisel & hammer For base of starter PF 18 nos. (1.5 x 1.00 x 0.15) = 04.05m3 For base of P/ F = 18 nos. (3.00 x 1 x 0.15) = 8.10m3 For Holding Bolt = 18 nos ( 8 x 0.30 x 0.30 x 0.35 )= 04.54m3 Total = 16.69m3
PCC (1:2:4) construction of foundation for HT pump & P/F for Starter- 18 Nos. (1.50 x 1.00 x 0.65) = 17.55 m3 For Pump- 18 Nos. (3.00 x 1.00 x 0.65) = 35.10 m³ For Holding Bolt 18 nos {8x(0.30x0.30x0.35}} = 04.54 m³ Total = 57.19 m³
Centring, Shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc. complete. Starter- 18 Nos. x 2 (1.50+1.00) x 0.50 = 45.00 m² HT Pump- 18 Nos. x 2 (3.00+1.00) x 0.50 = 72.00 m² Total = 117.00 m²
Transportation of all kinds of building material from surface to u/g through haulages with tramming and pusling, coupling /uncoupling etc for a distance every 1.0 Km or part thercof and bringing the empty tubs to surface. 1) Cement
3) Stone chips
Loading of material at incline mouth. 1) Cement
3) Stone chips
Unloading of same material at U.G. destination. 1) Cement
3) Stone chips
Transposition of rail line (30lbs), wooden/iron slecper, fish plates, nut bolts, dog nail etc including loading on trolley, transporting thought haulage/ pushing manual from surface to u/g or one section to another section up to destination/end of track, unloading & stacking the same.
Establishing of haulage track linc in u/g including caring of rails & slecpers, laying & jointing of rls by fish plate with nut boolt and fitting with sleepers by dog nail with a lead of bolt and fitting with sleepers by dog nail with a lead of 50m.
Filling/packing of haulage track line with unserviccable materials/debris in a layer and consolidating od each layer by ramming, lead up to 50m. 1239.00 x 1.20 x 0.15 = 223.02m³
Transportation of haulage rope from surface to u/g though haulage with tramming & pushing coupling/uncoupling for a distance every 1.0 km or part there of including loading on trolly, unloading and stacking the same a destination.
Laying of haulage of rope along track line including carrying, laying, jointing, splicing of rope with lead of 100m.
Shifting of return pully of haulage in u/g with frame, tension arrangement, safety guard fencing from one place to another place in same working district in wg with a distance 100m.
Part-B Material Cost (as per GMSOR-24) Supply& stacking of materials at Khairaha UG Mine (a) Cement 57.19 m³@ 0.2225m³/m³ = 0.035 m³/bag= 12.72 m3 or0.035 m3/bag =363.56 say 364 bags
b) Sand 57.19 m3 @ 0.445 m3/m3 = 25.45
c) Stone Chips 57.19 m3 @ 0.89 m3/m3 = 50.90 m3
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .