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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.0 LAccepted-AOC SARKAR COMPLEX LALGANESH GUWAHATI KAMRUP METRO ASSAM | ₹90.0 L | L1 | Accepted-AOC AWARDED |
| 2 | L1₹90.0 LRejected-AOC | ₹90.0 L | L1 | Rejected-AOC Not Qualified for AOC |
| 3 | L1₹90.0 LRejected-AOC | ₹90.0 L | L1 | Rejected-AOC Not Qualified for AOC |
| 4 | L1₹90.0 LRejected-AOC | ₹90.0 L | L1 | Rejected-AOC Not Qualified for AOC |
| 5 | L2₹90.0 L+₹0.47 (<0.01%)Rejected-AOC C O LT JALIL AHMED CHOUDHURY KAUARPUR PT II PO KAUARPUR PS SILCHAR CACHAR PIN 788005 | SILCHAR | CACHAR | ASSAM | 788005 | ₹90.0 L+₹0.47 (<0.01%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | NAZIR HUSSAIN LASKAR L1 | SAMIM AKHTER CHOUDHURY L2 | REZWAN ANSARI L1 | DEEPAK KUMAR SINHA L1 | MUKUL SON L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
Of area 3 sq. metres and below | 30 | each | 338.41 ₹10,152.3 | 338.41 ₹10,152.3 | 338.4 ₹10,152 Lowest | 338.41 ₹10,152.3 | 338.41 ₹10,152.3 |
| 2.00 | Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :
Of sectional area 40 square centimetres and above | 121.22 | cum | 4,109.51 ₹4,98,154.8 Lowest | 4,109.51 ₹4,98,154.8 Lowest | 4,109.51 ₹4,98,154.8 Lowest | 4,109.51 ₹4,98,154.8 Lowest | 4,109.51 ₹4,98,154.8 Lowest |
| 3.00 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
Asbestos Cement sheet | 2,186.3 | sqm | 71.24 ₹1,55,752.01 Lowest | 71.24 ₹1,55,752.01 Lowest | 71.24 ₹1,55,752.01 Lowest | 71.24 ₹1,55,752.01 Lowest | 71.24 ₹1,55,752.01 Lowest |
| 4.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 51.92 | cum | 1,385.72 ₹71,946.58 Lowest | 1,385.72 ₹71,946.58 Lowest | 1,385.72 ₹71,946.58 Lowest | 1,385.72 ₹71,946.58 Lowest | 1,385.72 ₹71,946.58 Lowest |
| 5.00 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 22,961.25 | kg | 5.21 ₹1,19,628.11 Lowest | 5.21 ₹1,19,628.11 Lowest | 5.21 ₹1,19,628.11 Lowest | 5.21 ₹1,19,628.11 Lowest | 5.21 ₹1,19,628.11 Lowest |
| 6.00 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | 1,197.96 | sqm | 51.93 ₹62,210.06 Lowest | 51.93 ₹62,210.06 Lowest | 51.93 ₹62,210.06 Lowest | 51.93 ₹62,210.06 Lowest | 51.93 ₹62,210.06 Lowest |
| 7.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 173.57 | sqm | 31.47 ₹5,462.25 Lowest | 31.47 ₹5,462.25 Lowest | 31.47 ₹5,462.25 Lowest | 31.47 ₹5,462.25 Lowest | 31.47 ₹5,462.25 Lowest |
| 8.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil | 231.62 | cum | 163.58 ₹37,888.4 Lowest | 163.58 ₹37,888.4 Lowest | 163.58 ₹37,888.4 Lowest | 163.58 ₹37,888.4 Lowest | 163.58 ₹37,888.4 Lowest |
| 9.00 | 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 for all lift. | 67.72 | cum | 180.63 ₹12,232.26 Lowest | 180.63 ₹12,232.26 Lowest | 180.63 ₹12,232.26 Lowest | 180.63 ₹12,232.26 Lowest | 180.63 ₹12,232.26 Lowest |
| 10.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 131.84 | cum | 1,957.25 ₹2,58,043.84 Lowest | 1,957.25 ₹2,58,043.84 Lowest | 1,957.25 ₹2,58,043.84 Lowest | 1,957.25 ₹2,58,043.84 Lowest | 1,957.25 ₹2,58,043.84 Lowest |
Tender Value
₹100.0 L
EMD Value
₹2.0 L
Closing Date
19 Apr 2025, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Construction of Sub-Divisional Office building under Cachar W.R. Division, Silchar
2025_DoWR_43835_1
SILCHAR/2024-25/SOPD G/II
Open Tender
Civil Works
Works
180 days
SILCHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹2.0 L
Yes
6 Sept 2025
27 Mar 2025
19 Apr 2025
27 Mar 2025
19 Apr 2025
5 Apr 2025
Amount
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below
Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : Of sectional area 40 square centimetres and above
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: Asbestos Cement sheet
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 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 for all lift.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 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)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases
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.
CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Finishing walls with Deluxe Multi Surface paint system for interiors and exteriors using primer as per manufactures specifications: Two or more coat applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 1200 x 1200 mm
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size Size of Tile 1200 x 1200 mm
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) ForFixed Portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
A)Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following , complete in as respec ts (terrace pump): B) Horizontal type , multistage, centrifugal, split casting pump of cast iron body and bronze impeller with stainless steel shaft, mechanical confirming to IS:1520 C) Suitable HP squirrel case induction motor TEFC type suitable for operation on 415 volts, 3 pHASE , 50 Hz, AC supply with IP55 class of protection for enclosure , horizontal foot mounted type with class F insulation, confirming to IS-325 D) M.S. fabricated common base plate, coupling, coupling gaurd, foundation bolts, etc. as required E) suitable cement concrete foundation duly plastered and with anti-vibration pads 900 lpm at 35 m head
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Sanitary fittings ( 4% of building cost)
Internal Electrical Connections(12.5% of building cost)
MUKUL SON (BID ID -265544)
NAZIR HUSSAIN LASKAR (BID ID -265271)
DEEPAK KUMAR SINHA (BID ID -266018)
SAMIM AKHTER CHOUDHURY (BID ID -265976)
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