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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAccepted-AOC AIGAVAN UPARHAR DHARM RAJ MISHRA AIGAVAN UPARHAR MAHILA UPARHAR KARARI KAUSHAMBI UTTAR PRADESH 212216 UDYAM UP 46 0007784 | KAUSHAMBI | UTTAR PRADESH | 212216 | ₹49.9 L | L1 | Accepted-AOC Work Order Issued |
| 2 | L2₹51.1 LRejected-AOC NAGAON ASSAM | ₹51.1 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | Dilip Kumar Bora L2 | SHIV CONSTRUCTION CO L1 |
|---|---|---|---|---|---|
| 1.00 | 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding IS 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. | 37.4 | Cum | 287 ₹10,733.80 | 280 ₹10,472 |
| 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 | 48.9 | Sqm | 607 ₹29,682.30 | 593 ₹28,997.70 |
| 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) | 2.17 | Cum | 6,832 ₹14,845.94 | 6,669 ₹14,491.74 |
| 4.00 | 5.22 : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more | 827.54 | kg | 90 ₹74,478.60 | 90 ₹74,478.60 |
| 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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 5,488.5 | Kg | 90 ₹4.9 L | 90 ₹4.9 L |
| 6.00 | 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 | 141.57 | Kg | 89 ₹12,599.73 | 90 ₹12,741.30 |
| 7.00 | 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 | 10.2 | Sqm | 308 ₹3,141.60 | 301 ₹3,070.20 |
| 8.00 | 5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts | 180.64 | Sqm | 803 ₹1.5 L | 784 ₹1.4 L |
| 9.00 | 5.9.5 : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 242.16 | Sqm | 608 ₹1.5 L | 593 ₹1.4 L |
| 10.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 63.97 | Sqm | 767 ₹49,064.99 | 749 ₹47,913.53 |
Tender Value
₹49.9 L
EMD Value
₹99,820
Closing Date
3 Dec 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 three Assam Type room on the First Floor of the existing Building at Govt. ITI Suklai
2025_PWBNH_48488_1
TECH/U_BDTD/BLDG/IFB/2025-26
Open Tender
Civil Works - Building
365 days
Suklai
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹99,820
Yes
O/O The EE, PWD(B AND NH), UB Dist. Territorial Bl
31 Dec 2025
10 Nov 2025
3 Dec 2025
10 Nov 2025
3 Dec 2025
10 Nov 2025
26 Nov 2025
Amount
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding IS 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 in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
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
5.9.7 Stairs, (excluding landings) except spiral-staircases
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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
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) : 3 graded stone aggregate 20 mm nominal size)
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
9.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.3 Kiln seasoned and chemically treated hollock wood
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 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 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: 10.30.1 4.0 mm thick glass panes
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. 10.16.3 Electric resistance or induction butt welded tubes
12.1 : Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
12.4 : Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²
12.7 : Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 12.7.1 0.80 mm thick with zinc coating not less than 275 gm/m²
13.4 : 12 mm cement plaster of mix : 13.4.2 1:6 (1 cement: 6 coarse sand)
13.5 : 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.2 1:6 (1 cement: 6 coarse sand)
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.
2.35 : Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.35.3 Treatment of soil 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.
13.16 : 6 mm cement plaster of mix : 13.16.1 1:3 (1 cement : 3 fine sand)
13.18 : Neat cement punning
12.45 : Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia.... 12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)
13.9 : Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster
4.17 : 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.
13.26 : Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
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 : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
13.50 : Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
13.48 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied
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 gradeAC 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 gradeAC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.100.1 125 mm
18.7 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.5 40 mm nominal dia Pipes
18.8 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.3 25 mm nominal dia Pipes
18.8.1 15 mm nominal dia Pipes
18.48 : 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.
1.10 : Wiring for light point/ fan point/exhaust fan point/ call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC 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 etc. as required. 1.10.1 Group A
1.10.2 Group B
1.10.3 Group C
1.14 : Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.1 2 x 1.5. sq. mm + 1 x 2.5 sq. mm earth wire
1.14.2 2 x 2.5. sq. mm + 1 x 2.5 sq. mm earth wire
1.14.3 2 x 4 sq. mm + 1 x 4 sq. mm earth wire
1.24:- Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.1 5/6 A switch
1.24.3 15/16 A switch
1.24.4 3 pin 5/6 socket outlet
1.24.4 6 pin 15/16 socket outlet
1.25:- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
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 1.27.2 : 3 Module (100mmx75mm)
1.27.4 : 6 Module (200mmx75mm)
1.33:- Supplying and fixing 3 pin, 5A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
1.58 : Supplying and fixing PVC batten/angle holder including connections etc. as required.
2.3: Supplying and fixing following way, single pole and neutral, shee steel, MCB distribution board, 240 V, on surface/recess. complete with tinned copper bus, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.3.2 8 way, Double door
2.10: Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole
2.10.3 Double pole
5.2: Earthing with G.I. earth pipe 4.5 metre 12 long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt 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/ termination with GI thimble etc. as required.
19.1 : 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.
MR-1:- Supplying with including fitting fixing of ADORE LED PLUS 9 W/10 W. etc. as directed by the Deptt.
MR 2:- Supplying including fitting fixing of 20 W three color CCT change LED batten which can change the color of batten from warm white to natural white to cool white with the help of a simple toggle switch. etc. as required and directed by the Deptt.
Dilip Kumar Bora (BID ID -288179)
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