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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.5 LAccepted-AOC | ₹23.5 L | 1 | Accepted-AOC L1 bidder |
| 2 | 2₹24.2 L+₹73,135.76 (3.11%)Rejected-Finance WARD NO 11 MORIMUSLIM GAON MORIGAON PO MORIGAON PS MORIGAON PIN 782105 | MARIGAON | ASSAM | 782105 | ₹24.2 L+₹73,135.76 (3.11%) | 2 | Rejected-Finance the bidder is not L1 |
| 3 | 3₹24.2 L+₹73,135.76 (3.11%)Rejected-Finance | ₹24.2 L+₹73,135.76 (3.11%) | 3 | Rejected-Finance the bidder is not L1 |
| 4 | 4₹24.2 L+₹73,135.76 (3.11%)Rejected-Finance VILL JAMUNAMUKH ROAD PO P S JAMUNAMUKH DIST NAGAO ASSAM 782428 | JAMUNAMUKH | NAGAO | ASSAM | 782428 | ₹24.2 L+₹73,135.76 (3.11%) | 4 | Rejected-Finance the bidder is not L1 |
| 5 | 5₹24.3 L+₹83,703 (3.56%)Rejected-Finance | ₹24.3 L+₹83,703 (3.56%) | 5 | Rejected-Finance the bidder is not L1 |
| Sl No | Description | Qty | Unit | RUPAM BHUYAN L2 | PRANAB DAS L4 | SHAH NIZAMUDDIN AHMED L2 | JAYSHREE ENTERPRISE L3 | MS BHARAT ENTERPRISE L1 | BHASKAR JYOTI BORA L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Civil Works | |||||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of Soil | 24 | Cum | 286.85 ₹6,884.4 | 286.85 ₹6,884.4 | 265.34 ₹6,368.16 | 266.77 ₹6,402.48 | 257.59 ₹6,182.16 Lowest | 258.17 ₹6,196.08 |
| 1.02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 24 | Cum | 253.95 ₹6,094.8 | 253.95 ₹6,094.8 | 234.9 ₹5,637.6 | 236.17 ₹5,668.08 | 228.05 ₹5,473.2 Lowest | 228.56 ₹5,485.44 |
| 1.03 | Plain Cement Concrete Works: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). | 1.5 | Cum | 6,326.05 ₹9,489.08 | 6,326.05 ₹9,489.08 | 5,851.6 ₹8,777.4 | 5,883.23 ₹8,824.85 | 5,680.79 ₹8,521.19 Lowest | 5,693.45 ₹8,540.18 |
| 1.04 | Supplying and stacking at site 53mm to 22.4 mm size stone aggregate | 5 | Cum | 1,837.25 ₹9,186.25 | 1,837.25 ₹9,186.25 | 1,699.46 ₹8,497.3 | 1,708.64 ₹8,543.2 | 1,649.85 ₹8,249.25 Lowest | 1,653.53 ₹8,267.65 |
| 1.05 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | 5 | Cum | 865.8 ₹4,329 | 865.8 ₹4,329 | 800.87 ₹4,004.35 | 805.19 ₹4,025.95 | 777.49 ₹3,887.45 Lowest | 779.22 ₹3,896.1 |
| 1.06 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4(1 Cement : 4 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources). | 25 | Sqm | 370.85 ₹9,271.25 | 370.85 ₹9,271.25 | 343.04 ₹8,576 | 344.89 ₹8,622.25 | 333.02 ₹8,325.5 Lowest | 333.77 ₹8,344.25 |
| 1.07 | Reinforced Cement Concrete Works: Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level | 4 | Cum | 8,683.8 ₹34,735.2 | 8,683.8 ₹34,735.2 | 8,032.52 ₹32,130.08 | 8,075.93 ₹32,303.72 | 7,798.05 ₹31,192.2 Lowest | 7,815.42 ₹31,261.68 |
| 1.08 | All works above plinth level upto floor V level | 10.5 | Cum | 7,000 ₹73,500 Lowest | 10,306.2 ₹1,08,215.1 | 9,533.24 ₹1,00,099.02 | 9,584.77 ₹1,00,640.09 | 9,254.97 ₹97,177.19 | 9,275.58 ₹97,393.59 |
| 1.09 | Formwork: Centering & shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns, etc. for mass concrete | 7 | Sqm | 307.95 ₹2,155.65 | 307.95 ₹2,155.65 | 284.85 ₹1,993.95 | 286.39 ₹2,004.73 | 276.54 ₹1,935.78 Lowest | 277.16 ₹1,940.12 |
Tender Value
₹26.9 L
EMD Value
₹53,817
Closing Date
9 Jun 2025, 11:30 amClosed
Executive Officer
Office of Morigaon Municipal Board
Construction of Clock Tower under Morigaon Municipal Board
2025_UDD_44347_1
No.MMB 46(15th FC)/2024-25/130
Open Tender
Civil Works - Others
Works
Morigaon Town Ward No 2
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
₹53,817
Yes
Office of the Morigaon Municipal Board
6 Aug 2025
19 May 2025
10 Jun 2025
19 May 2025
9 Jun 2025
19 May 2025
30 May 2025
Amount
Civil Works
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of Soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Plain Cement Concrete Works: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size).
Supplying and stacking at site 53mm to 22.4 mm size stone aggregate
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4(1 Cement : 4 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources).
Reinforced Cement Concrete Works: Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
All works above plinth level upto floor V level
Formwork: Centering & shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns, etc. for mass concrete
Suspended floors, roofs, landings, balconies and access platform
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Masonary Work: Dry brick pitching half brick thick including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
Flooring and Floor Finish Work: Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
Cement Plastering: 1:4 (1 cement : 4 fine sand)
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: in two coats
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
UPVC Windows and Other Works: Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame,sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.. Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.)m)
Float glass panes 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm).
Painting Works: Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
Steel and Iron Works: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Site Development
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of Soil
P.C.C Work: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 40 mm nominal size).
Brick Work: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Paver Block: Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Paver Block: Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Steel Work: Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Outdoor Clocks
Services: For Electrical external service connection
For lighting conductors
For Landscaping
For Outdoor Lighting
BHASKAR JYOTI BORA (BID ID -269531)
SHAH NIZAMUDDIN AHMED (BID ID -269474)
RUPAM BHUYAN (BID ID -269515)
JAYSHREE ENTERPRISE (BID ID -268688)
PRANAB DAS (BID ID -269550)
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