Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAccepted-AOC | ₹23.5 L | L1 | Accepted-AOC Work Order Issued |
| 2 | L2₹24.1 L+₹55,185 (2.35%)Rejected-AOC | ₹24.1 L+₹55,185 (2.35%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | BHARAT BORO L1 | SRI ATUL BASUMATARY L2 |
|---|---|---|---|---|---|
| 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. | 44.31 | Cum | 300 ₹13,293.3 Lowest | 305 ₹13,514.86 |
| 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 | 172.66 | Sqm | 608 ₹1,04,977.28 Lowest | 610 ₹1,05,322.6 |
| 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) | 4.27 | Cum | 6,835 ₹29,199.12 Lowest | 6,850 ₹29,263.2 |
| 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.
5.22.1 Mild steel and Medium Tensile steel bars | 962.84 | kg | 95 ₹91,469.8 Lowest | 95 ₹91,469.8 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 | 856.79 | Kg | 95 ₹81,395.05 Lowest | 95 ₹81,395.05 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 | 70.5 | Sqm | 308 ₹21,714 Lowest | 310 ₹21,855 |
| 7.00 | 5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts | 49.14 | Sqm | 805 ₹39,557.7 Lowest | 850 ₹41,769 |
| 8.00 | 5.9.5 : Lintels, beams, plinth beams, girders, bressumers and
cantilevers | 76.59 | Sqm | 609 ₹46,643.31 | 600 ₹45,954 Lowest |
| 9.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 4.08 | Sqm | 767 ₹3,129.36 Lowest | 800 ₹3,264 |
| 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 :
5.1.2 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) | 12.24 | Cum | 9,000 ₹1,10,178 Lowest | 9,500 ₹1,16,299 |
Tender Value
₹23.5 L
EMD Value
₹47,020
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 Class Room at Kaurbaha Naba Milan High School at Kaurbaha (Kaleng Chowk) in Tamulpur District
2025_PWBNH_46299_3
TECH/U_BDTD/BLDG/IFB/2025-26
Open Tender
Civil Works - Building
Item Rate
180 days
Tamulpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹480
₹47,020
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 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. 5.22.1 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 : 5.1.2 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)
5.2 : 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)
10.14 : Providing and fixing pressed steel door frames conforming to 18: 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 butt 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 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
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)
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
12.50 : 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 : Providing and ting bread galvanised steel sheet roofing accessories 0.50 mm (+0.05 (251 %) 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 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.
13.9 : Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster
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)
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.
13.41 : 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)
13.52 : 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 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
2.25 (a) : Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto 2.25(a). 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.
1.10 : 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
10.14 : 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. 1.14.2 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
1.14.4 2 x 6 sq. mm + 1 x 6sq. 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
1.24.4 3 pin 5/6 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 127.2 : 3 Module (100mmx75mm)
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.
12.34 : Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent/HPMV/HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 min X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint 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.
MR 3:- Supplying with fitting & fixing of LED 50 W IP 65 Street Lights/Campus light with best in class design & Robust heat sink along with class leading IP. IK & Surge protections for long lasting performance, etc. as required and as directed by the Department (Havells, Orient, Bajaj or equivalent make).
MR 4: Supply of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminum conductor up to 10 sqmm, balance stranded conductor, XLPE Insulated, cores laid up. PVC tape inner sheathed, Armour (Aluminum wire for single core up to 70 sq. mm, balance Aluminum strip, Glavanised wire for cables up to 2 x 10 sq.mm. 3 x 10 sq. mm, 4 x 6 sq. mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100 V grade as per IS 7908 (Part- 1) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR, or equivalent make as approved by this Deptt) Considering 100 Mtr length). 10.00 sq.mm 2 Core U.G. Cable
MR-5:- Supplying with fitting and fixing Single Phase Digita type Energy Meter tested with APDCL including Loa Security, Meter security, Labour charge and connectio charge with all accessories materials as require complete as directed by the deptt. (For 1 KW Load)
SRI ATUL BASUMATARY (BID ID -277973)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .