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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAccepted-AOC | ₹26.3 L | L1 | Accepted-AOC Work Order Issued |
| 2 | L2₹26.3 L+₹1,829.49 (0.07%)Rejected-AOC | ₹26.3 L+₹1,829.49 (0.07%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical VILL NO 2 KATALIGAON P O MUSHALPUR DIST BAKSA BTC ASSAM PIN 781372 | BAKSA | ASSAM | 781372 | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | Bikash Nath L2 | Maneswar Boro L1 |
|---|---|---|---|---|---|
| 1.00 | 2.8 : 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil. | 46.83 | Cum | 286.85 ₹13,433.76 Lowest | 286.85 ₹13,433.76 Lowest |
| 2.00 | 16.12 : Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 | 188.91 | Sqm | 607.2 ₹1,14,706.15 Lowest | 607.2 ₹1,14,706.15 Lowest |
| 3.00 | 4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 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) | 4.46 | Cum | 6,833.4 ₹30,442.8 Lowest | 6,833.4 ₹30,442.8 Lowest |
| 4.00 | 5.22 : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing în position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars | 1,232.18 | Kg | 88.95 ₹1,09,602.41 Lowest | 88.95 ₹1,09,602.41 Lowest |
| 5.00 | 5.22 A: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.1 Mild steel and Medium Tensile steel bars | 910.87 | Kg | 88.95 ₹81,021.89 Lowest | 88.95 ₹81,021.89 Lowest |
| 6.00 | 5.9 : Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 76.84 | Sqm | 307.95 ₹23,662.88 Lowest | 307.95 ₹23,662.88 Lowest |
| 7.00 | 5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts | 53.28 | Sqm | 804.25 ₹42,850.44 Lowest | 804.25 ₹42,850.44 Lowest |
| 8.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers | 72.95 | Sqm | 608.35 ₹44,379.13 Lowest | 608.35 ₹44,379.13 Lowest |
| 9.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 2.4 | Sqm | 766.55 ₹1,839.72 Lowest | 766.55 ₹1,839.72 Lowest |
| 10.00 | 5.1 : 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 :
5.1.3 1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stone
aggregate 20 mm nominal size) | 13.41 | Cum | 7,945.65 ₹1,06,582.95 Lowest | 7,945.65 ₹1,06,582.95 Lowest |
Tender Value
₹26.3 L
EMD Value
₹52,664
Closing Date
22 Aug 2025, 2:00 pmClosed
EE, PWD(B AND NH), UB Dist. Territorial Bl
O/O The EE, PWD(B AND NH), UB Dist. Territorial Bldg Div
Construction of Cultural Stage with Green Room and both side Verandah of Community Hall at Martyr Harkab Narzary Complex, Boro Bazar Deulkuchi for the year 2025-26
2025_PWBNH_46299_2
TECH/U_BDTD/BLDG/IFB/2025-26
Open Tender
Civil Works - Building
Item Rate
180 days
Deulkuchi
Please refer Tender documents.
5 documents required · 5 mandatory
₹530
₹52,664
Yes
O/O The EE, PWD(B AND NH), UB Dist. Territorial Bl
30 Aug 2025
12 Aug 2025
22 Aug 2025
12 Aug 2025
22 Aug 2025
12 Aug 2025
20 Aug 2025
Amount
2.8 : 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
16.12 : Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 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)
5.22 : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing în position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars
5.22 A: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars
5.9 : Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.1 : 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 : 5.1.3 1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
5.2 : 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 : 5.2.2 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)
5.3 : 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): 3 graded stone aggregate 20 mm nominal size).
6.1 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6.13 : 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
10.14 : Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butr hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 10.14.2 Profile C 10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb
9.20 : Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of Ist class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.201 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
10.15 : Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)
10.30 : Providing && fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 10.30.14.0 mm thick glass panes
9.117 : Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +1mm), with wall thickness 2.0 mm (2 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and Imm (+ 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineerin-charge 9.117.1 Extruded section profile size 48x40 mm
9.118 : 9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (s 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of aize 20x20 mm and 1 mm (+ 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (+0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.5. 'U' cleats. The shutter Frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+ 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
13.4 : 12 mm cement plaster of mix: 13.4 13.4.2 1:6 (1 cement: 6 coarse sand)
13.5 : 15 min cement plaster on rough side of single or half brick wall of mix: 13.5 13.5.21:6 (1 cement: 6 coarse sand)
10.16 : 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. 1016.3 Electric resistance or induction butt welded tubes
12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of 12.50 corrugation as approved by Engineer-In- charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.51 : roviding and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete: 12.51.1 Ridges plain (500-600mm)
2.27 : Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
2.35 : Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite 2.35 treatment (excluding the cost of chemical emulsion): 2.35.3 Treatment of soll under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor. 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
11.5 : 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
11.39 : Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of lst quality conforming to IS: 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, 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., complete.
8.31 : 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.
13.9 : Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9 13.9.1 12 mm cement plaster
9.3 : Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 9.3.2 Kiln seasoned and chemically treated hollock wood
12.26 : Providing and fixing plain multipurpose cement board (Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid sepcratately). 12.26.16 mm thick Cement fiber board as per IS: 14862
4.17 : Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) 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.
13.41 : Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer
13.43 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1 Water thinnable cement primer
13.44 : Finishing walls with water proofing cement paint of required shade: 3.44.1 New work (Two or more coats applied @3.84 kg/10 sqm)
13.52 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52:1 On steel work
9.96 : Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 9.96.2 250x16 mm
9.97 : Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 9.97.2 250x10 mm
9.100 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade 9.100 AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 9.100.1 125 mm
2.25 (a) : Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
1.3 : Wiring for light-point/ fan point /exhaust fan point/call bell point with 2x1.5 sq. mm. FRLS P.V.C. insulated copper conductor single core cable in surface /recessed steel conduit, with modular switch,modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc as required. 1.3.3 : Group C
1.24 : Supplying and fixing following modular switch /socket on the existing modular plate & switch box including connections but excluding 1.24 modular plate etc. as required 1.24.1 : 5/6 A switch
1.24.3 : 15/16 A switch
1.24.4 : 3 pin 5/6A Socket outlet
1.24.5 : 6 pin 15/16A socket outlet
1.14 : Wiiring for circuit/submain wiring alongwith earth wire with following sizes of FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit as required. 1.14.2 : 2x2.5 sq mm + 1x2.5 sq mm earth wire
1.14.3 : 2x4 sq mm + 1x4 sq mm earth wire
Supply, Installation, Testing and Commissioning of 1200 mm sweep. BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding. Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS: 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise 75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required
Supply. Testing. Commissining of 200mm sweep Ventilating fan. Exhaust fan complete as requird. Prduct ID 5116877-8122534914
2.1 : Supplying & fixing 5 Amps to 32 Amps rating 240/415 V "C" Curve miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB Complete with connections testing & commissioning etc as required. 2.10.1 : Single Pole
1.27 : Supplying and fixing of following size /modules Gl box along with modular base & cover plate for modular switches in recess etc.as required 1.27.5 : 8 Module (125mmx 125mm)
1.28 : Supplying and fixing following modular base & cover plate on existing modular metal boxes etc. as required 1.28.5 : 8 module
2.3 : Supplying and fixing following way single pole and neutral sheet steel MCB distribution board 240V on surface/recess complete with thinned copper bus-bar, neutral bus-bar,earty bar,din- bar.interconnections powder painted including earthing etc as required (But without MCB/RCCB/Isolator) 2.3.2 : 8-way, double door
2.12 : Supplying and fixing following rating double pole, 240V MCB in the existing MCB DB complete with connections testing and 2.12 commissioning etc as required 2.12.2 : 40A
5.2 : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing massonary cover plate havng locking arrangement and wih charcoal/coke and sal as required
5.7 : Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including. Connection/terminationwith GI thimble etc. As required.
A-2 : Supplying testing of 4 ft LED Tube light batten including all accessories as directed by he department (Philips make)
A-3 : Supplying of following size of PVC/XLPE insulated and PVC sheathed1.1KV grade Solid aluminum conductor up to 10.sq.mm balance strnded conductor, XLPE insulated, cores laid up, PVC tap innersheathed Armour (Aluminium wire for single core up to 70 sq.mm balance luminium strip, Galvanised wire for cables up to 2x10 sq.mm ,3x10 sq.mm 4x6 sq.mm and balance all galvanised steel strip) extruded PVC type ST2 sheathed 650/1100V grade as per IS 7908 (part- 1) 1988 armoured U.G Cable as specified and direced by the department(Plaza or equivalent make as approved by this department) 10 sq.mm 2core
A-4 : Payment to made to APDCL authority for land security.
A-5 : Payment to made to APDCL authority for R Meter Security ans supervision charge etc.
Bikash Nath (BID ID -277843)
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