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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹64.0 L
EMD Value
₹1.3 L
Closing Date
5 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer, BUILDING DIVISION SAMASTIPUR
EE
EE, BUILDING DIVISION SAMASTIPUR, BCD SAMASTIPUR, BIHAR
Superintending Engineer, BUILDING CIRCLE DARBHANGA
SE
Construction of Badminton Court at Women's College,Samastipur for the Year 2026-27.
141908
NIT 16/SAMASTIPUR/BCD/2026-27
Open Tender
CIVIL
Samastipur
• 1) Audited Annual Financial Turnover from Chartered Accountant for the last 3 years .
• 2) Certificates by Employer (not below the rank of Executive Engineer) for successful completion of works during last five years, specifying
i. Name of work
ii. Employer
iii. Location
iv. Contract amount
v. Date of start
vi. Date of completion
vii. Number of atorey
viii. Total built up area of building in contract
• 3) List of Works in hand (Existing Commitment) specifying
i. Name of work
ii. Employer
iii. Location
iv. Contract amount
v. Date of start
vi. Date of completion
• 4) C.V. of Engineers with
i. Educational qualification certificate
ii. Individual affidavit of Engineer to perform the job if allotted to bidder
• 5) Document showing ownership of plants and equipment needed for successful completion of work :-
• 6) Details of financial availability:-
i. Certificate of any Nationalized Bank extending credit facility up to 10 % of B.O.Q Amount
ii. Self declaration of investing 25 % of B.O.Q Amount.
• 7) Certificates in the form of Affidavit by the bidder for: -
i. Bidder had not abandoned any project which was taken up by bidder
ii. Bidder had never been in Litigation lying in any court of law with employer of previous works
iii. Bidder had no relative or any person directly or indirectly involved in design, execution, supervision and testing of this tendered
• 8) Bidding Capacity statement
Bidding Capacity, BC = A x N x 2 ? B
Where,
A= Maximum ATO at current price level (with 8% annual indexation)
N = Time of completion of this tendered work in years
B = Value of works in hand (Existing Commitment of Bidder)
CIVIL
PERCENTAGE
L1
1
11 documents required · 11 mandatory
₹10,000
Processing Fee: 1180
₹1.3 L
22-10-2026 03:00 pm AT OFFICE OF SE Darbhanga Circle, BCD
15 Oct 2026
15 Oct 2026
6 Nov 2026
15 Oct 2026
5 Nov 2026
15 Oct 2026
22 Oct 2026
BOQ FOR Construction of Badminton Court at Women's College,Samastipur for the Year 2026-27.
ESTIMATED COST: 6401499.00 ISSUED TO
COST OF BOQ: 10000.00
EARNEST MONEY : 128030.00 Reg no.
TIME OF COMPLETION
SI SOR Reference ITEM OF WORK Quantity Unit Rate Amount
1 2.8.1 Earth work in excavation 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 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
lobby wall 1 2.500 0.750 0.150 0.281 cum
3 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,
lobby wall 1 2.500 0.750 1.875 sqm
Lobby Plinth 1 2.000 1.750 3.500 sqm
4 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)
lobby wall 1 2.500 0.750 0.075 0.141 cum
Lobby Plinth 1 2.500 2.000 0.075 0.375 cum
5 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works up to plinth level Concrete of M-25 grade with minimum cement content of 330 kg/cum
Column upto PL 22 0.400 0.400 1.875 6.600 cum
plinth band 1 95.880 0.250 0.150 3.596 cum
6 5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All work above Plinth level upto floor V Level. Concrete of M-25 grade with minimum cement content of 330 kg/cum
Column PL to top 22 0.400 0.400 7.800 27.456 cum
lintel band 1 95.880 0.250 0.150 3.596 cum
7 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Qty vide item no (5)= 32.781 cum
Qty vide item no (6)= 35.264 cum
(a) 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 2449.50 kg 94.50 231478.00
(b) 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 816.00 kg 92.60 75562.00
(c ) 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 2041.00 kg 90.80 185323.00
(d) 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. 1633.00 kg 91.70 149746.00
(e ) 5.22.7E Thermo-Mechanically Treated bars TMTC-500-20mm dia. 1225.78 kg 91.70 112404.00
8 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete.
9 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers.
plinth band 2 1 95.880 0.150 28.764 sqm
lintel band 2 1 95.880 0.150 28.764 sqm
10 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts
Column upto PL 22 2 0.400 0.400 1.875 66.000 sqm
Column PL to top 22 2 0.400 0.400 7.800 274.560 sqm
11 5.9.19 Centring and shuttering including strutting,propping etc. and removal of form for.Weather shade,Chajjas, corbels etc. including edges
12 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 )
lobby wall 1 2.500 0.250 0.900 0.563 cum
13 6.1.14C+6.3C 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 tor Brick work in superstructure above plinth level upto floor V cum
14 10.16.1 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
15 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of 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 Engineer-in-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.
lap 10% 119.853 sqm
16 12.51.1 Providing 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 :Ridges plain (500 - 600mm)
17 11.3.1 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.
18 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement
19 13.11.4 12 mm cement plaster of mix1:6(1 cement: 6 coarse sand)
Inner wall area 1 2 37.420 14.420 2.850 295.488 sqm
20 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand)
21 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.Using M.S. angle 40x40x6 mm for diagonal braces
22 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
23 M/R Movable badminton Net pole hundred with all fitting
24 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Area vide item no (19)= 253.188 sqm 105.40 26686.00
25 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
Area vide item no (19)= 253.188 sqm 102.30 25901.00
26 13.46.1 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 @ 2.20 kg/ 10 sqm)
Area vide item no (20)= 317.040 sqm 137.00 43434.00
27 13.81.3 Applying priming coat:With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works
28 13.82.1 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)
Area vide item no (27)= 103.230 83.50 8620.00
29 11.20.2 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) Medium shade using 50% white cement 50% grey cement
step tread 5 2.500 0.300 3.750 sqm
step riser 6 2.500 0.150 2.250 sqm
Lobby Plinth 2 2.500 2.000 10.000 sqm
30 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).
31 1007C S/F/F 50X50X6mm angle
Total Qty=(a)+(b)= 281.986 kg
32 6.1.12C+6.3C Providing fly ash brick workin 6 m (1:4) in super structure. GF 5" thick wall length vide item 6 /deduction /opening/ lintel/ Beam
33 8.2.2.2 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 over 0.50 sqm
34 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
35 5.9.4 Centring and shuttering including strutting,propping etc. and removal of form for Shelves (Cost in situ)
36 12.9.1 Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutter with iron brackets 40x3 mm size bolts, nuts and washers etc. including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m2
37 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
38 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
39 12.80.2 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 110 mm
40 4.17 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
41 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,
42 Carriage cost of Materials
b Stone chips 122.02 Cum 1805.00 220250.00
43 Extra cost of Materials
b Cement 1556.37 Bag 5.50 8560.00
Total 5957336.00
Aplly correction factor 0.982 5844212.00
Gross Total 6278258
Executive Engineer
Building Division,Samastipur
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