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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹47.2 LAccepted-AOC AMLAI COLLIERY DHANPURI DISTT ANUPPUR M P | DHANPURI | ANUPPUR | MADHYA PRADESH | 484116 | L-1 | Accepted-AOC Accepted as L-1 | |
| 2 | L-2₹49.2 L+₹2.1 L (4.36%)Rejected-Finance CAMP CAMP Q NO H 54 WARD NO 17 HALLOW BLOCK KOTMA COLLIERY DIST ANUPPUR MP | KOTMA | ANUPPUR | MADHYA PRADESH | L-2 | Rejected-Finance Rejected as L-2 | |
| 3 | L-3₹52.9 L+₹5.7 L (12.0%)Rejected-Finance WARD NO 06 JAMUNA COLLIERY JAMUNA COLLIERY JAMUNA COLLIERY ANUPPUR MADHYA PRADESH 484444 | ANUPPUR | MADHYA PRADESH | 484444 | L-3 | Rejected-Finance Rejected as L-3 | |
| 4 | L-4₹75.9 L+₹28.7 L (60.8%)Rejected-Finance 133 FLAT NO 402 DWARKAMAI APARTMENT RAMDASPETH NAGPUR NAGPUR NAGPUR MAHARASHTRA 440010 | NAGPUR | MAHARASHTRA | 440010 | L-4 | Rejected-Finance Rejected as L-4 |
Tender Value
₹70.2 L
EMD Value
₹87,900
Closing Date
14 Sept 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Staf Officer Mining
Staff Officer (Mining), SECL Sohagpur Area, PO- Dhanpuri, Distt- Shahdol (MP), Mobile No.-9425533459
Installation and Commissioning of Main belt(1000 mm)with drive head accessories in B29,B30,B31,B37,B4,B3,14R CM Panel at Seam VI(B) of Khairaha U.G. Mine
2024_SECL_315777_1
SECL/SGP/SO(M)/e-T/35/24-2 5/663 Dt24.08.2024
Open Tender
Civil Works - Others
Item Rate
365 days
khairaha UG Mine
As per NIT
10 documents required · 10 mandatory
₹87,900
23 Nov 2024
24 Aug 2024
16 Sept 2024
24 Aug 2024
14 Sept 2024
26 Aug 2024
24 Aug 2024 - 3 Sept 2024
Amount
Item Description/ Heading Part (A) labour Cost
Dismantling of belt structure along with PVC belt (800mm/1000mm) including cleaning stacking the same within a distance of 50m
Transportation of steel structures materials from surface to underground through haulages with tramming & pushing, coupling/uncoupling etc for a distance every 1.0 Km or part thereof including loading/unloading & stacking the same at destination. (calculation sheet enclosed).
Installation/erection of complete belt conveyor structure (1000mm/1200mm) in u/g including cleaning of site, laying & fitting stool, strangers, brackets, bottom rollers, top rollers, pull card switches etc complete.
Transportation of PVC belt (1000/1200mm) from surface to u/g or one section to other section in u/g through haulages with tramming, pushing, coupling/uncoupling etc for a distance every 1.0 Km or part thereof including loading, unloading & stacking the same at destination.(4400 x 02 = 8800 mtr.).
Placing of PVC belt (1000/1200mm) on conveyor structures in u/g including jointing of belt and aligning of belt conveyor. (4400 x 02 = 8800 mtr.)
Installation of tail end drum of belt conveyor (800/1000mm) with drum base tail end safety guard, side plates/loading bracket (chute), decking plates etc in u/g (1st time) including dismantling & carrying/transporting from other section through haulages/pushing manually
Shifting of tail end drum of belt conveyor (800/1000mm with drum base tail end safety guard, side plates/loading bracket (chute), decking plates etc in u/g (1st time) including dismantling, carrying , from one place to other place in same section/district within a lead of 50m. 4400 – (51 x 3) =4247/ 51 = 83 Shifting
General cleaning/house keeping not exceeding 5cm in depth including disposal of cleaned muck/debris to be stacked up to 50 m. or to be levelled and neatly dressed at site of drive head installations. 15.00x6.00x 07 nos. = 630 m2
Cutting in soft stone by chisel & hammer for digging of pits of foundation work- a) for drive head- (4.00x0.50x1) x 02 nos. = 4.00 m3 x 07 Set = 28.00m3 b) for discharge - (0.40x0.40x1) x 04 nos. = 0.64 m3 x 07 Set = 4.48 m3 c) for Loop Take up- (0.40x0.40x1) x 04 nos. = 0.64 m3 x 07 Set = 4.48 m3 Total = 36.96 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) a) for drive head- (4.00x0.50x1) x 02 nos. = 4.00 m3 x 07 Set = 28.00m3 b) for discharge - (0.40x0.40x1) x 04 nos. = 0.64 m3 x 07 Set = 4.48 m3 c) for Loop Take up- (0.40x0.40x1) x 04 nos. = 0.64 m3 x 07 Set = 4.48 m3 Total = 36.96 m3
Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
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. (calculation sheet enclosed
Unloading of all kind of building materials from tubs at destination in u/g and stacking the same
Dismantling and transporting of 1000mm drive head (Double drive drum) with loop take up and all accessories (like as motor, gearbox, drive drum, girders, frame, chute & side plates etc) with lead of 100m/ up to track end.
Installation of 1000 mm drive head (double drive drum) with loop take-up & all accessories (like as motor, gearbox, drive drum, girders, frame, chute& side plates etc) including carrying manually from end of track in u/g and assembling the same as per instruction of Exe. In-charge
Part-B Material Cost (As per market Analysis Rate) Supply & stacking of materials at Bangwar UG Mine. Cement-
Stone Chips
Total impact of GST for the purpose of CTC
Ram Awadh Singh
PARMANAND KUMAR
KRYPTON ENGINEERS MINING PRIVATE LIMITED
techsummary_327252.pdf
PDF • 0.16 MB
BOQ Comparative Chart
xlsx • 0.01 MB
finsummary_327252.pdf
PDF • 0.16 MB
LOI663.pdf
PDF • 1.67 MB
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