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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-AOC COLLEGE ROAD CHABUA PO CHABUA DIST DIBRUGARH ASSAM 786184 | DIBRUGARH | ASSAM | 786184 | ₹1.1 Cr | 1 | Accepted-AOC ACCEPTED BEING THE LOWEST TENDERER |
| 2 | 2₹1.2 Cr+₹6.0 L (5.45%)Rejected-Finance SHREE KUNJ HOUSE NO 22B JIBAN KRISHNA PATH NEAR L P SCHOOL HENGRABARI GUWAHATI PIN 781036 | GUWAHATI | KAMRUP | ASSAM | 781036 | ₹1.2 Cr+₹6.0 L (5.45%) | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 3 | 3₹1.2 Cr+₹9.1 L (8.23%)Rejected-Finance 16 BAITHAKKHANA ROAD 16 BAITHAKKHANA ROAD SEALDAH BAITHAKKHANA ROAD SEALDAH BAITHAKKHANA ROAD SEALDAH KOLKATA | ₹1.2 Cr+₹9.1 L (8.23%) | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 4 | 4₹1.2 Cr+₹11.3 L (10.2%)Rejected-Finance AT ROAD NEAR RENUKA CINEMA P O DIST TINSUKIA ASSAM PIN 786125 | TINSUKIA | TINSUKIA | ASSAM | 786125 | ₹1.2 Cr+₹11.3 L (10.2%) | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 5 | 5₹1.5 Cr+₹36.9 L (33.2%)Rejected-Finance FLAT NO 401 TULSANI HEIGHTS 4TH FLOOR GREEN PARK SOCIETY AKURDI GURUDWARA TO WALHEKAR WADI ROAD CHINCHWAD PUNE 411033 | PUNE | MAHARASHTRA | 411033 | ₹1.5 Cr+₹36.9 L (33.2%) | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | M/s PRABIR ENTERPRISE L1 | M/s HALDER ENTERPRISE L3 | STANDARD ELECTRIC WINDERS L4 | M/S PRASANTA MAHANTA L2 | SHAILENDRA B TULSANI L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. 43,96,500.00 inserted by MES at SERIAL PAGE No._17_. | 1 | LUMP SUM | 74,00,000 ₹74,00,000 | 82,54,250 ₹82,54,250 | 78,92,000 ₹78,92,000 | 72,85,000 ₹72,85,000 Lowest | 1,10,00,000 ₹1,10,00,000 |
| 2.00 | SCHEDULE 'A' PART-II : SITE DEVELOPMENT & EARTH WORKS
Lump Sum Priced worked out by the Contractor for SITE DEVELOPMENT & EARTH WORKS as Listed in SCHEDULE 'A' PART-II of Rs. 5,09,801.48 inserted by MES at SERIAL PAGE No._18_. | 1 | LUMP SUM | 4,35,000 ₹4,35,000 | 5,12,000 ₹5,12,000 | 5,26,000 ₹5,26,000 | 5,49,000 ₹5,49,000 | 70,000 ₹70,000 Lowest |
| 3.00 | SCHEDULE 'A' PART-III : INTERNAL WATER SUPPLY
Lump Sum Priced worked out by the Contractor for INTERNAL WATER SUPPLY as Listed in SCHEDULE 'A' PART-III of Rs. 55,591.06 inserted by MES at SERIAL PAGE No._19_. | 1 | LUMP SUM | 60,000 ₹60,000 Lowest | 68,458 ₹68,458 | 85,800 ₹85,800 | 1,13,500 ₹1,13,500 | 70,000 ₹70,000 |
| 4.00 | SCHEDULE 'A' PART-IV : INTERNAL ELECTRIFICATIONS
Lump Sum Priced worked out by the Contractor for INTERNAL ELECTRIFICA-TIONS as Listed in SCHEDULE 'A' PART-IV of Rs. 3,08,688.05 inserted by MES at SERIAL PAGE No._21_. | 1 | LUMP SUM | 2,90,000 ₹2,90,000 Lowest | 3,12,540 ₹3,12,540 | 3,25,000 ₹3,25,000 | 3,99,650 ₹3,99,650 | 4,50,000 ₹4,50,000 |
| 5.00 | SCHEDULE 'A' PART-V : ROADS, PATHS & CULVERTS
Lump Sum Priced worked out by the Contractor for ROADS, PATHS & CULVERTS as Listed in SCHEDULE 'A' PART-V of Rs. 6,33,390.25 inserted by MES at SERIAL PAGE No._23_. | 1 | LUMP SUM | 9,90,000 ₹9,90,000 | 8,98,850 ₹8,98,850 Lowest | 12,54,500 ₹12,54,500 | 9,59,000 ₹9,59,000 | 10,50,000 ₹10,50,000 |
| 6.00 | SCHEDULE 'A' PART-VI : AREA DRAINAGE
Lump Sum Priced worked out by the Contractor for AREA DRAINAGE as Listed in SCHEDULE 'A' PART-VI of Rs. 5,31,950.07 inserted by MES at SERIAL PAGE No._24_. | 1 | LUMP SUM | 7,85,000 ₹7,85,000 | 7,95,840 ₹7,95,840 | 8,95,000 ₹8,95,000 | 6,75,000 ₹6,75,000 Lowest | 8,00,000 ₹8,00,000 |
| 7.00 | SCHEDULE 'A' PART-VII : SEWAGE DISPOSAL
Lump Sum Priced worked out by the Contractor for SEWAGE DISPOSAL as Listed in SCHEDULE 'A' PART-VII of Rs. 1,21,017.42 inserted by MES at SERIAL PAGE No._25_. | 1 | LUMP SUM | 2,25,000 ₹2,25,000 | 2,10,215 ₹2,10,215 Lowest | 2,36,000 ₹2,36,000 | 2,95,400 ₹2,95,400 | 2,50,000 ₹2,50,000 |
| 8.00 | SCHEDULE 'A' PART-VIII : EXTERNAL WATER SUPPLY
Lump Sum Priced worked out by the Contractor for EXTERNAL WATER SUPPLY as Listed in SCHEDULE 'A' PART-VIII of Rs. 2,58,542.33 inserted by MES at SERIAL PAGE No._26_. | 1 | LUMP SUM | 3,55,000 ₹3,55,000 Lowest | 3,65,484 ₹3,65,484 | 3,95,600 ₹3,95,600 | 4,16,000 ₹4,16,000 | 4,00,000 ₹4,00,000 |
| 9.00 | SCHEDULE 'A' PART-IX : EXTERNAL ELECTRIFICATIONS
Lump Sum Priced worked out by the Contractor for EXTERNAL ELECTRIFICA -TIONS as Listed in SCHEDULE 'A' PART-IX of Rs. 71,944.45 inserted by MES at SERIAL PAGE No._27_. | 1 | LUMP SUM | 80,000 ₹80,000 | 75,845 ₹75,845 Lowest | 92,500 ₹92,500 | 1,26,700 ₹1,26,700 | 1,00,000 ₹1,00,000 |
| 10.00SCHEDULE 'A' PART - X : MISCELLANEOUS ITEMS | ||||||||
Tender Value
₹1.0 Cr
EMD Value
₹1.8 L
Closing Date
24 Jun 2024, 6:00 pmClosed
CWE (AF) JORHAT
HQ CWE (AF) JORHAT ROWRIAH 785005
CONSTRUCTION OF INCOMPLETE WORKS FOR PROVN OF OTM ACCN FOR FIRE SECTION AT AF STN MOHANBARI UNDER GE AF MOHANBARI
2024_MES_646986_1
84037/E8
Open Tender
Civil Works
Lump-sum
365 days
GE (AF) MOHANBARI
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
₹1.8 L
Yes
28 Feb 2026
19 Mar 2024
25 Jun 2024
20 May 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. 43,96,500.00 inserted by MES at SERIAL PAGE No._17_.
SCHEDULE 'A' PART-II : SITE DEVELOPMENT & EARTH WORKS Lump Sum Priced worked out by the Contractor for SITE DEVELOPMENT & EARTH WORKS as Listed in SCHEDULE 'A' PART-II of Rs. 5,09,801.48 inserted by MES at SERIAL PAGE No._18_.
SCHEDULE 'A' PART-III : INTERNAL WATER SUPPLY Lump Sum Priced worked out by the Contractor for INTERNAL WATER SUPPLY as Listed in SCHEDULE 'A' PART-III of Rs. 55,591.06 inserted by MES at SERIAL PAGE No._19_.
SCHEDULE 'A' PART-IV : INTERNAL ELECTRIFICATIONS Lump Sum Priced worked out by the Contractor for INTERNAL ELECTRIFICA-TIONS as Listed in SCHEDULE 'A' PART-IV of Rs. 3,08,688.05 inserted by MES at SERIAL PAGE No._21_.
SCHEDULE 'A' PART-V : ROADS, PATHS & CULVERTS Lump Sum Priced worked out by the Contractor for ROADS, PATHS & CULVERTS as Listed in SCHEDULE 'A' PART-V of Rs. 6,33,390.25 inserted by MES at SERIAL PAGE No._23_.
SCHEDULE 'A' PART-VI : AREA DRAINAGE Lump Sum Priced worked out by the Contractor for AREA DRAINAGE as Listed in SCHEDULE 'A' PART-VI of Rs. 5,31,950.07 inserted by MES at SERIAL PAGE No._24_.
SCHEDULE 'A' PART-VII : SEWAGE DISPOSAL Lump Sum Priced worked out by the Contractor for SEWAGE DISPOSAL as Listed in SCHEDULE 'A' PART-VII of Rs. 1,21,017.42 inserted by MES at SERIAL PAGE No._25_.
SCHEDULE 'A' PART-VIII : EXTERNAL WATER SUPPLY Lump Sum Priced worked out by the Contractor for EXTERNAL WATER SUPPLY as Listed in SCHEDULE 'A' PART-VIII of Rs. 2,58,542.33 inserted by MES at SERIAL PAGE No._26_.
SCHEDULE 'A' PART-IX : EXTERNAL ELECTRIFICATIONS Lump Sum Priced worked out by the Contractor for EXTERNAL ELECTRIFICA -TIONS as Listed in SCHEDULE 'A' PART-IX of Rs. 71,944.45 inserted by MES at SERIAL PAGE No._27_.
SCHEDULE 'A' PART - X : MISCELLANEOUS ITEMS
INTERNAL WATER SUPPLY S&F Voltage Stabilizer of 2 KVA capacity, Automatic Operation, Single Phase Naturally Cooled Indoor type and Designed for Input Variation between 130 Volt to 280 Volt with Output Voltage stabilized at 230 Volt, accuracy of (+) 2.5%, complete all as specified and as directed.
INTERNAL ELECTRIFICATIONS S&F LEDTube Light Fitting 2x22 Watt, 4 Feet, Minimum Colour Temperature 6000K, Surface mounted with suitable Driver, Complete with all Accessories, Internally Pre-wired and including Connecting up with Twin Core Twisted Flexible Copper Conductor Cable, complete all as specified and as directed.
S&F LED Building Security Light Fitting 25 Watt, Minimum Colour Temperature 5700K, Pressure Die Cast Housing with Toughned Glass having IP66 Protection, Complete with all Accessories, Internally Pre-wired and including Connecting up with Twin Core Twisted Flexible Copper Conductor Cable, complete all as specified and as directed.
S&F Building Security Light Fitting Bracket made out from GI Pipe 25mm Bore (dia), 'Light grade', not exc. 1.50 Metre long with 01 No. Bend, Bent to required Shape and fixing to Walls, Poles, etc. with and including Mild Steel Flat Iron Clamps 40x4.0mm (2 No.) of suitable Length, Fixing with and including of suitable Size Bolts, Nuts, Washers, etc. including Painting with One Coat of Red Oxide Zinc Chrome Primer and Two Coats of Aluminium Paint to All Mild Steel Works, complete all as specified and as directed.
M&L Earthing Complete with Galvanised Steel Earth Platte 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.
SEWAGE DISPOSAL M&L Brick Masonay Conventional type Septic Tank 10 USER'S Capacity, Design to carry out Sewage and Sludge Water, PCC 1:4:8 (40mm graded stone aggregate) in below Foundation, Vent Shaft, Inter Connecting Pipes of Cast Iron 100mm bore (dia) including all Earth Work i.e. Excavation in any type of Soil, Returning, Filling in and Removal of Surplus Soil to a distance not exc. 50.00 Metre, complete all as shown in Drawing No. AF/TD/233, as specified and as directed.
M&L Soakage Well 1.80 Metre Internal dia with 3.00 Metre Effective Depth, PCC 1:3:6 (40mm graded stone aggregates) in below Foundation, Brick Walls in Honey combing with RCC M25 in Top Ring including Intercepting Chamber and Screen Chamber made of Brick Masonry in Cement Mortar 1:4, RCC M25 Cover Slab/ SFRC Cover, suitable Size Inter Connecting Pipes of RCC/ DWC, Filling with Brick Bats including all Earth Work i.e. Excavation in any type of Soil, Returning, Filling in and Removal of Surplus Soil to a distance not exc. 50.00 Metre, complete all as shown in Drawing No. TD/AF/TD/STRU/235. as specified and as directed.
EXTERNAL WATER SUPPLY M&L Boring Holes Under Road, Pavement, Hardstanding by Trenchless Techno-logy Using Ultra Sounding Technique and necessary Machine including Galvanised Steel Pipe 150mm boe (dia) suitable for 0.4 mpa Working Pressure, complete all as specified and as directed.
S&F PP-R Tee 110mm bore (dia) for Connection of CI Pipe to PP-R Pipe Lines, complete all as specified and as directed.
S&F Flagged (Core) PP-R 110mm bore (dia) for Connection of CI Pipe to PP-R Pipe Lines, complete all as specified and as directed.
S&F Flagged (Ring) PP-R 110mm bore (dia) for Connection of CI Pipe to PP-R Pipe Lines, complete all as specified and as directed.
M&L Cast Iron Sluice Valve 80mm bore (dia), Operation-cap, both sides Flanged ISI Marked (IS:14846-2000 & Class PN 1.6) having Cast Iron Hand Wheel, Brass Spindle, Cheek Nuts and Sliding Gate and Body with Mild Steel Bolts & Nuts and Testing against Leakage, complete all as specified and as directed.
M&L Construction Brick Masonry Valve Chamber of Size 90x90x90 Cm (Internal Dimension of Valve Chamber) with Cement Concrete 1:4:8 (40mm graded stone aggregate) 100mm thick in Foundation, One Brick thick Brick Walls in Cement Mortar 1:4, Rendering 15mm thick on Brick Walls in Cement Mortar 1:4 and all Internal Surfaces except PCC Foundation Bed, Externally upto 150mm below Normal Ground Level, providing Mild Steel Valve Chamber Cover 3.15mm thick with Hinges, Handle and Locking Arrangements with Mild Steel Angle Iron Frame 40x40x5.0mm on Top of Valve Chamber, Angle Iron Frame embedded in Cement Concrete 1:2:4 (20mm graded stone aggregate) 100mm thick including applying Two Coats of Black Synthetic Enamel Paint over a coat of Red Oxide Zinc Chrome Primer after necessary preparation to all Steel Surfaces Painting, all necessary Earth Work i.e. Excavation in any type of Soil, Returning, Filling in and Removal of Surplus Soil to a distance not exc. 50.00 Metre, complete all as specified and as directed.
EXTERNAL ELECTRIFICATIONS M&L Boring Holes Under Road Pavement, Hardstanding by Trenchless Techno-logy using Ultra Sounding Technique and necessary Machine including Galvanised Steel Pipe 80mm Bore (dia) suitable for 0.4 mpa Working Pressure, complete all as specified and as directed. NOTE : Cost of GI Pipe will deemed to be included in the Quoted Unit Rate.
Supply & laying Sub-class ‘B’ Bricks of Size 230x115x75 mm, Kiln burnt, for Covering to UG Cable as Protection, laid Flat, Transversally Width Equal to the Length of the Cable, complete all as specified and as directed.
M&L Street Light Fitting Bracket made out from GI Pipe 40mm bore (dia), Medium grade, not exc. 1.50 Metre long with 01 No. Bend, Bent to required Shape and fixing to Poles, etc. with and including Mild Steel Flat Iron Clamps 40x4.0mm (2 No.) of suitable Length, Fixing with and including of suitable Size Bolts, Nuts, Washers, etc. including Painting with One Coat of Red Oxide Zinc Chrome Primer and Two Coats of Aluminium Paint to All Mild Steel Works, complete all as specified and as directed.
S&F Cable Junction Box, IP-66 protected, Helogen Free and Weather Proof' (with Metric Knock-outs for Cable Entry) of minimum Size 200x160x98mm fixed to Pole/ Surface with suitable Mild Steel FI Clamp 20x3mm with Nuts, Bolts and Washers including MCB 10 Amp, Single Pole, 240 Volt, 10 kA (01 No.) with suitable capacity Copper Bus-bar (minimum 100 Amp - 02 No.), mounted on Insulators, complete all as specified and as directed.
M/S PRASANTA MAHANTA
M/s HALDER ENTERPRISE
STANDARD ELECTRIC WINDERS
SHAILENDRA B TULSANI
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