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Tender Value
₹31.7 L
EMD Value
₹63,400
Closing Date
6 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
EXECUTIVE ENGINEER BUILDING DIVISION MUZAFFARPUR
EXECUTIVE ENGINEER
BUILDING DIVISION MUZAFFARPUR COMBINED BUILDING MUZAFFARPUR
Superintending Engineer, Building Circle Muzaffarpur
SE
REPAIR/RENOVATION OF JANNAYAK KARPURI THAKUR HOSTEL UNDER BC & EBC WELFARE DEPARTMENT AT MUZAFFARPUR FOR THE YEAR 2026-27.
133944
NIT-08/2026-27 MUZAFFARPUR
Open Tender
CIVIL
Muzaffarpur
• ACCEPT ALL TERM AND CONDITION AS PER TENDER NIT DOCUMENTS
CIVIL
PERCENTAGE
L1
1
6 documents required · 6 mandatory
₹5,000
Processing Fee: 590
₹63,400
15 Jun 2026
15 Jun 2026
7 Jul 2026
15 Jun 2026
6 Jul 2026
15 Jun 2026
BUILDING DIVISION MUZAFFARPUR
BILL OF QUANTITY
NAME OF WORK:- REPAIR/RENOVATION OF JANNAYAK KARPURI THAKUR HOSTEL UNDER BC & EBC WELFARE DEPARTMENT AT MUZAFFARPUR FOR THE YEAR 2026-27.
Estimated cost- 3167399.00 Last Date of Sale of B.O.Q-
Cost of B.O.Q - 5000.00 Date of Tender -
Earnest Money Amount-63,400.00 Time of Completion - 04 Months
Sl.No. Code ITEM OF WORK Hostel Repair Gurad Room Soakpit UNIT RATE Amount
1 14.1.2 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1cement: 4 coarse sand) 278.550 Each 237.20 66072
2 13.80 Removing dry or oil bound distemper by scrapping, sand paper and preparing the surface smooth including necessary repari scratches tec. Gmplete 8268.450 sqm 9.70 80204
3 13.77.3+13.78.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . Old work (one or more coats) Applying one coat of cement rimer of approved brand and manufacture on wall surface: Distemper primer 8547.00 sqm 71.90 614529
4 13.74 Removing white or colour wash by scrapping and sand paper in andpreparing the surface smooth including necessary repair scratcheetc. complete 2754.51 sqm 7.70 21210
5 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 2754.51 sqm 117.30 323104
6 13.82.4 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Old steel work (one or more coats) & Old wood work (one more coats) 406.08 sqm 54.10 21969
7 13.82.3 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Old steel work (one or more coats) & Old wood work (one more coats) 400.58 sqm 54.10 21671
8 14.5.1 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of thickness 4 mm 6.750 sqm 723.80 4886
9 15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 856.63 sqm 21.70 18589
10 13.13.1 +13.36.5 20 mm cement plaster of mix ;1:3 (1 cement: 3 coarse sand) Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20 mm cement plaster 1:3(1 cement:3 sand) 428.32 sqm 240.40 102968
11 22.19.1 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @0.40 litre/ sqm by the same membrane manufactured of density at 25° C,0.87-0.89 kg/ litre andviscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto - 2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. 3 mm thick. 1080.73 sqm 443.10 478871
12 15.13.1 Of area 3 sqm and below Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead. 25.00 each 58.90 1473
13 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 (± 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 size 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.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered 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-incharge. (For W.C. and bathroom door shutter). 39.10 sqm 1629.00 63694
14 15.23.1 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 55.69 sqm 30.70 1710
15 14.82 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 5.00 each 54.00 270
16 11.39 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. 55.69 sqm 1329.80 74057
17 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) 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 Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 26.92 sqm 795.00 21401
18 9.96.1 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: 300x16 mm 25.00 each 235.50 5888
19 12.78.1 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 75 mm diameter 20.00 metre 162.70 3254
12.78.2 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter 30.00 metre 257.50 7725
20 19.6.2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Length15 mm dia. R.C.C. pipe 24.36 metre 410.70 10005
21 18.9.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm nominal outer dia Pipes 30.00 Metre 294.70 8841
18.9.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 15 mm nominal outer dia Pipes 30.00 metere 151.40 4542
22 18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore 25.00 each 708.40 17710
18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 15.00 each 594.80 8922
17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia 32.00 each 104.40 3341
17.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White itreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 1818.50 2.00 each 2369.90 4740
17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 3.00 each 1024.90 3075
23 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 57.94 cum 3998.10 231650
24 5.1.3 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) 2.83 cum 4232.40 11978
25 5.22.7A Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-8mm dia.. 169.920 Kg 94.50 16057
26 11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) 11.26.1 20 to 25 mm thick - 11.88 sqm 1252.70 14882
27 8.2.2.1 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab upto 0.50 sqm 2.520 sqm 4242.90 10692
28 14.75A Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity oftank, ncluding marking the date of cleaning on the side of tank bodywith the help of stencil and paint and disposing of malba, all completeas per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 2000.00 litre 0.20 400
29 0L01 Supplying U/S Labours Cleaning road do al complete for Job. 21.00 each 355.42 7464
30 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classificationof soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr, Lead in eluding all lifts, all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 18.00 meter 178.30 3209
31 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/l) 6.00 each 190.20 1141
32 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 3.01 cum 4688.30 14112
33 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 9.010 cum 287.30 2589
34 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of atering, taxes, royalty all complete as per building pecification and direction of E/l, 16.29 sqm 283.30 4615
35 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 1.22 cum 3998.10 4878
36 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 1.75 cum 4923.00 8615
37 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 5.980 cum 5670.00 33907
38 5.9.5 Centring and shuttering including trutting,propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers. 31.95 sqm 404.70 12930
5.9.6 Centring and shuttering including trutting,propping etc. and removal of form for. Columns,Pillars, Piers, butmentsPosts and Struts 19.44 sqm 494.40 9611
5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and access platform. 30.34 sqm 437.50 13274
39 5.22.7A Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-8mm dia.. 323.69 Kg 94.50 30589
5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. 431.59 Kg 92.60 39965
5.22.7C Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-12mm dia. 323.69 Kg 90.80 29391
40 6.1.14C+6.4C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra for brick work in superstructure above floor V level for each four floors or part thereof. 8.74 cum 5765.20 50388
41 13.17.1 CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement 28.04 sqm 203.60 5709
42 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 55.300 sqm 152.90 8455
43 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:4(1 cement: 4 coarse sand ) Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 15 mm cement plaster 1:4(1 cement :4 sand) 66.08 sqm 176.40 11657
44 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 14.59 sqm 125.60 1833
45 10.12.1 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. 5.81 sqm 3038.90 17656
46 10.15.2.1 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechnical means, adjustable lugs with split end tail to each jamb including steel 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: Fixing with adjustable lugs with split end tail to each jamb 10.080 m 432.60 4361
47 9.21.3 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws 5.04 sqm 1589.5 8011
48 13.82.1 New steel work (two or more coats) Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 5.81 sqm 83.50 485
49 13.82.1 New steel work (two or more coats) Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 5.04 sqm 83.50 421
50 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . New work (two or more coats ) over and including priming coat with cement primer 69.89 sqm 102.30 7150
51 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 66.08 sqm 117.30 7751
52 2.6.1 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed. AH Kinds of soil 6.806 cum 314.90 2143
53 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.17 cum 287.30 49
54 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of atering, taxes, royalty all complete as per building pecification and direction of E/l, 1.14 sqm 283.30 322
55 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.17 cum 3998.10 684
56 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 3.86 cum 4688.30 18083
57 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 3.42 cum 5017.90 17136
58 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. 385.67 Kg 92.60 35713
59 13.17.1 CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement 5.61 sqm 203.60 1141
60 362 S/F/F BRICKS bats of soak pit etc 1.356 sqm 1283.96 1741.00
61 Add Carriage of Materials.
62 Add Extra Cost in Material
Add 5.36% Extra GST 161135
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