Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC ACCEPTED BEING LOWEST TENDERER |
| 2 | L2₹1.2 Cr+₹14.0 L (13.7%)Rejected-Finance A T ROAD CHABUA DIBRUGARH ASSAM 786184 | DIBRUGARH | ASSAM | 786184 | ₹1.2 Cr+₹14.0 L (13.7%) | L2 | Rejected-Finance REJECTED NOT BEING LOWEST TENDERER |
| 3 | L3₹1.2 Cr+₹18.5 L (18.1%)Rejected-Finance AT ROAD MES TINALI PO CHABUA DISTT DIBRUGARH ASSAM 84 | CHABUA | DIBRUGARH | ASSAM | 786102 | ₹1.2 Cr+₹18.5 L (18.1%) | L3 | Rejected-Finance REJECTED NOT BEING LOWEST TENDERER |
| 4 | L4₹1.2 Cr+₹20.8 L (20.3%)Rejected-Finance B 22 HQ ADG NEI GUWAHATI BABULAR BAZAAR TINSUKIA 786125 ASSAM | TINSUKIA | ASSAM | 786125 | ₹1.2 Cr+₹20.8 L (20.3%) | L4 | Rejected-Finance REJECTED NOT BEING LOWEST TENDERER |
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
24 Jun 2024, 6:00 pmClosed
CWE (AF) JORHAT
HQ CWE (AF) JORHAT ROWRIAH 785004
84028/E8 PROVN OF CERTAIN INSTALLATION WITH ALLIED WORK SERVICES AT AFS DINJAN UNDER GE AF MOHANBARI
2024_MES_637311_1
84028/E8
Open Tender
Civil Works
Item Rate
365 days
GE(AF) MOHANBARI
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
GE(AF) MOHANBARI
₹1.8 L
Yes
14 Sept 2024
13 Jan 2024
26 Jun 2024
12 Apr 2024
24 Jun 2024
12 Jun 2024
Amount
SCHEDULE 'A' PART-I : BUILDING WORKS Lump Sum Priced worked out by the Contractor for BUILDING WORKS as listed in SCHEDULE 'A' PART-I of Rs. 15,48,000.00 inserted by MES.
SCHEDULE 'A' PART-II : EARTH WORKS Lump Sum Priced worked out by the Contractor for EARTH WORKS as listed in SCHEDULE 'A' PART-II of Rs. 3,32,251.35 inserted by MES.
SCHEDULE 'A' PART-III : INTERNAL ELECTRIFICATION Lump Sum Priced worked out by the Contractor for INTERNAL ELECTRIFICA -TION as listed in SCHEDULE 'A' PART-III of Rs. 41,558.43 inserted by MES.
SCHEDULE 'A' PART-IV : ROADS, PATH & CULVERT Lump Sum Priced worked out by the Contractor for ROADS, PATH & CULVERT as listed in SCHEDULE 'A' PART-IV of Rs. 3,87,648.96 inserted by MES.
SCHEDULE 'A' PART-V : AREA DRAINAGE Lump Sum Priced worked out by the Contractor for AREA DRAINAGE as listed in SCHEDULE 'A' PART-V of Rs. 1,74,515.97 inserted by MES.
SCHEDULE 'A' PART-VI : FENCING & GATE Lump Sum Priced worked out by the Contractor for FENCING & GATE as listed in SCHEDULE 'A' PART-VI of Rs. 2,16,100.01 inserted by MES.
SCHEDULE 'A' PART-VII : EXTERNAL WATER SUPPLY Lump Sum Priced worked out by the Contractor for EXTERNAL WATER SUPPLY as listed in SCHEDULE 'A' PART-VII of Rs. 66,649.32 inserted by MES.
SCHEDULE 'A' PART-VIII : EXTERNAL ELECTRIC SUPPLY Lump Sum Priced worked out by the Contractor for EXTERNAL ELECTRIC SUPPLY as listed in SCHEDULE 'A' PART-VIII of Rs. 13,55,637.22 inserted by MES.
SCHEDULE 'A' PART-IX : MISCELLANEOUS ITEMS
EARTH WORKS Excavating in Post Holes (or Similar Holes) Each not exc. 0.50 CUM, getting out, Removing excavated Soil to a distance not exc. 50.00 Metre and Making Good Distrubed Surfaces in Soft/ Loose Soils, complete all as specified and as directed.
INTERNAL ELECTRIFICATION M&L GI Bracket, made out of GI Pipe 32mm bore (dia), Light grade, minimum Length of Pipe 1.20 Metre, bent to Shape as required and fixing with necessary Fixing Arrangements by means of Mild Steel Clamps, Nuts, Bolts and Washers, complete all as specified and as directed.
S&F LED Building Security Light Fitting 25 Watt 230 Volt AC with Minimum Lumen of 2500Lm, High Pressure Die Cast Aluminum Housing and Heat Resistant with Driver, Lamp Bracket with Impact and Corrosion Resistant including Thermal Management in Multipole Optics, having IP 66 Protection and Connecting up with and including 3 Core Flexible Copper Conductor Cable of suitable Size & Length, complete all as specified and as directed.
M&L Earthing with Galvanised Earth Plate Electrode 600x600x6.0mm thick, buried directly in Ground vertically to a depth not less than 2.25 Metre below Ground Level with Top Edge of Earth Plate at depth not less than 1.50 Metre below normal Ground Level, connected to Galvanised Earth Lead Wire 4.0mm dia by means of Bolts, Nuts, Check, Nuts and Washers of Galvanised Iron or Steel and Earth Wire protected with and including GI Pipe 15mm bore (dia) Light grade, connected to Test Point upto 7.50 Metre away from Earth Electrode situated, Earth Plate surrounded by a packed thickness of Char Coal or Coke Dust mixed with Common Salt in alternate layers of not exc. 150mm thick, PCC Pit in Cement Concrete 1:3:6 (20mm graded broken stone aggregates) and Pre-cast RCC Cover Slab of Size 450x450x50mm in Cement Concrete 1:2:4 (20mm graded broken stone aggregates), Reinforced with 8mm dia TMT Bars @ 100mm Centre to Centre in both ways, Mild Steel Round Bar 12mm dia Handle (01 No.), GI Wire Mesh, PGI Funnel with GI Watering Pipe 20mm bore (dia) 'Medium grade' including necessary Excavation in Soft/ Loose Soil, Returning, Filling in and Removal of Surplus Spoil upto a distance of 50 Metre and all as shown in Electrical Plate No. 3 of MES Schedule Part-I and Testing on Completion, complete all as per specified and as directed.
EXTERNAL WATER SUPPLY Supply & Laying Ductile Iron Pipe 150mm bore (dia) with Spigot and Socket Ends, Class 'K-9' in any Length including Specials, Laid in Trenches, complete all as specified and as directed.
Supply & Fixing Cast Iron Sluice Valve 150mm bore (dia), Class PN-1.6, Hand Wheel Operated, Non-Rising Stainless Steel Stem, Bronze Body Seat Ring, Flanges Drilled to IS : 1538, Shell Test Pressure - 2.4 MPa (Hyd.) including Carbon Steel Nuts, Bolts & Washers, Rubber Gaskets, etc, with Cast Iron Wheel, complete all as specified and as directed.
M&L Construction Brick Masonry Valve Pit of Size 900x900x900mm (Internal Dimensions of Valve Pit Chamber), Depth to be reckoned from the Top of PCC in Foundation to Top of Mild Steel Cover with Mild Steel Sheet Cover 3.0mm thick including Mild Steel Angle Iron 40x40x6.0mm in Frame with Locking Arrangement and Lifting Handle including Painting Two Coats of Synthetic Enamel Paint (Black tint) Over a Coat of Red Oxide Zinc Chrome Primer including Brick Work with One Brick thick Wall in Cement Mortar 1:4, Rendering 15mm thick in Cement Mortar 1:4 (Internally on All Brick Walls and External upto 150mm below Ground Level) including necessary Excavation and Earth Work In any type of Soil, Returning, Filling in, Disposal of Surplus Spoil to a Distance not exc. 50.00 Metre, Plain Cement Concrete 1:4:8 (40mm graded stone aggregate) of 150mm thick Foundation and Projected by 150mm All Round from the Outer Face of Brick Walls including Plain Cement Concrete 1:2:4 (20mm graded stone aggregate) in Benching/ Coping with necessary Formwork and Earth Work in any type of Soils, complete all as specified and as directed. NOTE : Cost of necssary Earth Work will deem to be included in the Quoted Unit Rate.
EXTERNAL ELECTRIC SUPPLY Boring of Holes under Road, Pavement, Hardstanding by Trenchless Technology Using Ultra Sounding Technique and necessary Machine including HDPE Pipe of 150mm bore (dia) suitable for 0.4 mpa Working Pressure, complete all as specified and as directed.
M&L PCC Cable Route Indicator of Width 45 Cm, Depth 10 Cm & Height 100 Cm and Overall embeded to the Depth not less than 45 Cm below Ground Level including necessary Earth Work suitable for Mounting on Route of Under Ground Cable, complete all as specified and as directed. NOTE : Cost of necssary Earth Work will deem to be included in the Quoted Unit Rate.
Supply, Installation, Testing & Commissioning Outdoor type Transformer Step Down, Copper wounded having Primary Side for HT Three Phase 11 KV & Secondary for 3 Phase, 433 Volts, 4 Wire, 50 Hz of Capacity 200 KVA as per IS-1180 Part-I, Level-II (Previously Level-III) with and including the following Specifications :- (a) No Load Voltage Ratio - 11KV/ 0.433 KV (b) Nos. of Phase - Three (c) Type of Cooling - ONAN (d) Frequency - 50 Hz (e) Vector Group - DYN 11 (f) Two Earthing Terminals for Body Earthing and Two Additional for Neutral (g) Oil Level Gauge indicating Oil Level with Minimum & Maximum Indication (h) Lifting Lugs Rollers and MS Terminal Box on both HT and LT Side (j) Rating & Terminal Marking Plates (k) Dehydrating Breathing Device which would not permit Ingress of Moisture, Rain Water and Insects (l) Drain Cum Sampling Valve (3/4" Nominal Size thread) preferably Steel with Plug (m) Thermometer Pocket with Temprature Indicatior (n) Oil Filling Hole (1-1/4" Nominal Size thread) with Cover (Transformer with Conservator) (p) Connection - Delta / Star
(q) Temperature Rise in Oil - 40 °C (r) Temperature Rise in Windings - 45 °C (s) Material Winding - Copper Wound (t) High Voltage/ Low Voltage with Cable Termination Box (u) Service - Outoor type (v) Neutral - Internally conneted with Earthing Lead and Bush (w) Off Load Tap Changer (+7.5% to -7.5% in Steps of 2.5% with 7 Position) (x) First Filling of New Dehydrated Transformer Oil upto recommended Level. NOTE : Cost of Plinth for Transformer as recommended by Manufacturer with Chain Link Fencing (surrounding 1.0 Metre apart from Plinth) and Gate of suitable Size or as ordered will deem to be included in the Quoted Unit Rate.
Supply, Installation, Testing & Commissioning Servo Controlled Voltage Stabilizer for Automatic Operation, 3 Phase, Naturally Oil Cooled, Indoor type & Designed for Input Variation between 300 V to 480 V with Output Voltage Stabilized at 415 with Accuracy ± 2.5% and Speed of Correction 8 Volts Per Second and of capacity 200 KVA as per BIS 9815, Part-1:1994 (Reaffirmed 2009), complete all per Specifications as mentioned as here-in-below and as directed :- (a) Input Voltage Range : 300 V - 480 V (b) Rated Frequency - 50 Hz (c) No Distrotion in Wave Form (d) Responce Time not exc. 10 mili-second (e) Sensitiviy - (+) 1% (f) Rate of Correction - 8 Volt/ Second (g) No Load Loss - Less than 1% (h) Full Load Loss - Less than 2.5% (j) Duty Cycle 24x7 Continuse (k) Effeciency - More than 95% (l) Type of Load - 3 Phase Neutral Unbalance type (m) With Overload/ Short Circuit Protection (n) High/ Low Voltage Cutoff (p) Single Phase Preventer with Sequence Change Protection (q) With IP 42 Protection (r) Bye-pass Arrangements (s) Copper Winding (t) Foundation of Stabilizer will be Provided by the Contractor as per OEM Recommendation and Cost of the same will deem to be included in the Quoted Unit Rate.
M&L Earthing with Galvanised Steel Earth Plate Electrode 600x600x6.0mm thick, buried directly in Ground Vertically to a Depth not less than 2.25 Metre below Ground Level with Top Edge of Earth Plate at a Depth not less than 1.50 Metre below Normal Ground Level, connected to Galvanised Steel Earth Lead Strip 25x4.0mm by means of Galvanished Steel Bolts, Nuts, Check Nuts & Washers and Connected to Main Switch Board or Main Control Board as directed and including Provision of Cement Concrete 1:3:6 (20mm graded stone aggregate) Pit, Pre-cast RCC 1:2:4 (20mm graded stone aggregate) Cover Slab of Size 450x450x50mm thick, Reinforced with TMT Bars 8.0mm dia, @ 150mm Centre-to-Centre Bothways having Handle made out of Mild Steel Bars 10mm dia for Lifting including Provision of Funnel, Wire Mesh, Galvanised Steel Tubing 20mm bore (dia), Medium grade for Watering, Putting Charcoal or Coke and Salt in Alternate Layers not exc. 200mm thick, Galvanised Steel Tubing 40mm bore (dia), Light grade for Protection of Galvanised Steel Earth Lead Strip 25x4.0mm including necessary Excavation & Earth Work in any type of Soil, Testing as required, complete all as shown in Electrical Plate No. 3 of MES Schedule Part-I, complete all as specified and as directed. NOTE : All Joints should be joined by Exothermic Welding or Brazing.
M&L Earthing with Copper Earth Plate Electrode 600x600x3.15mm thick, buried directly in Ground Vertically to a Depth not less than 2.25 Metre below Ground Level with Top Edge of Earth Plate at a Depth not less than 1.50 Metre below Normal Ground Level, connected to Copper Earth Lead Strip 20x3.0mm by means of Galvanished Steel Bolts, Nuts, Check Nuts & Washers and Connected to Main Switch Board or Main Control Board as directed and including Provision of Cement Concrete 1:3:6 (20mm graded stone aggregate) Pit, Pre-cast RCC 1:2:4 (20mm graded stone aggregate) Cover Slab of Size 450x450x50mm thick, Reinforced with TMT Bars 8.0mm dia, @ 150mm Centre-to-Centre Bothways having Handle made out of Mild Steel Bars 10mm dia for Lifting including Provision of Funnel, Wire Mesh, Galvanised Steel Tubing 20mm bore (dia), Medium grade for Watering, Putting Charcoal or Coke and Salt in Alternate Layers not exc. 200mm thick, Galvanised Steel Tubing 40mm bore (dia), Light grade for Protection of Copper Earth Lead Strip 20x3.0mm including necessary Excavation & Earth Work in any type of Soil, Testing as required, complete all as shown in Electrical Plate No. 3 of MES Schedule Part-I, complete all as specified and as directed. NOTE : All Joints should be joined by Exothermic Welding or Brazing.
kabitaconstruction
M/S R G Construction
Garg Brothers
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 .