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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.8 LAccepted-AOC WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | L-1 | Accepted-AOC Accepted as L-1 | |
| 2 | Rejected-Technical WARD NO 15 CINEMA ROAD DHANPURI MP 484114 | DHANPURI | SHAHDOL | MADHYA PRADESH | 484114 | - | Rejected-Technical Rejected as L-2 |
Tender Value
₹19.3 L
EMD Value
₹24,100
Closing Date
14 Feb 2025, 5:00 pmClosed
Staf Officer Mining
Staff Officer (Mining) SECL Sohagpur Area, PO- Dhanpuri, Distt- Shahdol (MP),Mobile No.- 9425533459
Construction of 02 Nos.Water tank and Laying of pipe line (4 inch dia) from Surface ground water tank to UG water tank For filter water supply to SHCM and LHCM in Khairaha UG Mine of Sohagpur Area
2025_SECL_327152_1
SECL/SGP/SO(M)/e-T/35/24-2 5/677 Dt028.01.2025
Open Tender
Civil Works - Others
Item Rate
365 days
khairaha UG Mine
As per NIT
8 documents required · 8 mandatory
₹24,100
15 Mar 2025
30 Jan 2025
16 Feb 2025
30 Jan 2025
14 Feb 2025
31 Jan 2025
30 Jan 2025 - 6 Feb 2025
Amount
Item Description/ Heading Part (A) labour CostAs per GMSR-2024
Cutting of Coal / Shale solid coal & shale by Using chisel/pick-axe-In Side dressing - 2Nos.X2 X 16 X 2.00 X 0.20 = 25.60 m3 In floor for side wall – 2Nos.X2 X (16.6+5.00) X 0.30 X 0.30 =7.78 m3, In floor – 2Nos.X 16.6 X 5.00 X 0.30 = 49.80 m3 Total =83.18 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) Wall - 2Nos.(16.6 +16.6 +5.00 +5.00 ) X 2.30 X 0.30 = 59.62 M3 In floor – 2Nos.(16 X5.00 X 0.10) =16 m3 Total = 75.62 m3"
"Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. Wall - 2Nos.(2 X16.00 X 2.00) = 128.00 M2 2Nos.(2 X5.00 X 2.00) = 40.00 M2 Total =168.00 M2
"6 mm thick cement plaster (1:6) Wall - 2Nos.(2 X16.00 X 2.00) =128.00 M2 2Nos.( 2 X5.00 X 2.00) = 40.00 M2 In floor – 2Nos.(16.00 X 5.00) = 160.00 M2 Total = 328.00 M2 "
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. = 55.22 m3 Cement
Sand+ stone chips
Steel rod(12mm)
Loading of all kind building materials in to tub at Inc. mouth Cement
Sand+ stone chips
Steel rod(12mm)
Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. (Calculation sheet enclosed) Cement
Sand+ stone chips
Steel rod(12mm)
"Transportation of GI/CI/PVC pipes from surface to u/g including loading on to trolley at incline mouth/pit mouth, transporting through haulages/pushing manually up to destination/.end of track, unloading stacking the same for 4"" dia pipe (length-6.0m)"
Laying and fitting of pipes in underground galleries including carrying manually from track end/Lead up to 100m and jointing with flange etc completefor 4" dia pipe (length-6.0m)
Part-B Material Cost supply and stacking of building materials Cement
stone chips
Steel rod(12mm)
Total impact of GST for the purpose of CTC
MOHD ISMAIL (BID ID -1128242)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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