Loading…
Loading…
Tender Value
₹21.7 L
EMD Value
₹43,400
Closing Date
24 Jun 2026, 3:00 pm
EXECUTIVE ENGINEER BUILDING DIVISION LAKHISARAI
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER BUILDING DIVISION LAKHISARAI
SUPERINTENDING ENGINEER BUILDING CIRCLE MUNGER`
SE
Expansion work of the administrative building in mandal kara Lakhisarai.
132763
ENIT No 02/2026-27 GR 1
Open Tender
CIVIL
Lakhisarai
• NECESSARY UNDERTAKING SUBMITTED / UPLOADED UNDERTAKNGS 1. NOT ABANDONED ANY PROJECT
2. NO RELATIVE OR ANY PERSON WORKING IN DEPARTMENT
3. NOT DEBARRED/ BLACKLISTED FROM ANY GOVT PSU DEPT
• REGISTRATION WITH BUILDING CONSTRUCTION DERPARTMENT GOVT OF BIHAR
1. REGISTRATION NUMBER
2. DATE OF ISSUE
3. VALID UPTO
4. NAME OF DEPATMENT
• CHARACTER CERIFUCATE ISSUED BY DM OR SP MANDATORY
• GST REGISTRATION CERTIFICATE
1. REGISTRATION NUMBER
2. DATE OF ISSUE
AND RETURN PREVIOUS MONTH
• PAN AND INCOME TAX RETURN
• EMD ( BANK GUARANTEE/Internet Payment Gateway(IPG),Challan|)
• ALL OTHER REQUIRED DOCUMENT AS PER NIT
CIVIL
PERCENTAGE
L1
1
7 documents required · 7 mandatory
₹5,000
Processing Fee: 590
₹43,400
SE Building Circle Munger
1 Jun 2026
1 Jun 2026
25 Jun 2026
1 Jun 2026
24 Jun 2026
1 Jun 2026
8 Jun 2026
NIT NO. 02 Group No. 01
TENDER BOQ FOR THE eaMy dkjk y[khljk; ds iz'kklfud Hkou ds foLrkjhdj.k dk dk;Z A
Estimated Cost : Rs
Earnest Money: Rs
Cost of B.O.Q Rs
Date of Tender:
Time of Completion
S.No. SOR Discription pras s.tank boring Qty Unit Rate Amount
1 2.8. 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. 35.81 2.13 37.94 cum 287.30 10900
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, 94.96 13.94 108.90 sqm 283.30 30851
4 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.
4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 7.10 2.13 9.23 cum 4420.80 40804
5 5.33 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.
5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum 17.04 2.19 19.23 cum 5063.40 97369
6 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :
6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) 7.98 7.98 cum 4923.00 39286
7 5.33 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.
5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum
ALL Work above Plinth Level to V level 14.32 14.32 cum 5863.20 83961
8 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. 4.00 4.00 nos 174.60 698
9 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
a 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 1887.87 107.31 1995.18 KG 94.50 188545
b 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 201.96 199.29 401.25 KG 92.60 37156
c 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia 2098.61 2098.61 KG 90.80 190554
D 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6+25mrn dia 201.96 201.96 KG 91.70 18520
10 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.
A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 44.45 2.32 46.77 sqm 211.60 9897
B 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 78.31 0.93 79.24 sqm 404.70 32068
C 5.9.4 Shelves (Cost in situ) 44.99 13.94 58.93 sqm 437.50 25782
D 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 44.65 44.65 sqm 494.40 22075
11 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 27.91 27.91 cum 5765.20 160907
12 9.1.2 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). 0.12 0.12 cum 95670.70 11480
13 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 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
9.20.2 30 mm thick including stainless steel butt hinges wirh necessary screwssqm 6.51 6.51 sqm 2578.00 16783
14 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) 42.16 42.16 sqm 125.60 5295
15 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 72.2 72.21 sqm 141.50 10218
16 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) 116.3 116.32 sqm 162.80 18937
17 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floatin 18.59 18.59 sqm 229.30 4263
18 13.13.2 + 13.36.6 20 mm cement plaster of mix ;1: 4(1 cement: 4 coarse sand)Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:20 mm cement plaster 1:4(1 cement: 4 sand) 36.52 36.52 sqm 220.00 8034
19 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. 34.48 34.48 sqm 795.00 27412
20 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved 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 pointing the joints with white cement and matching pigment etc., complete. 9.48 9.48 sqm 686.80 6511
21 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete
22 11.46 Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer), with water absorption less than 0.08 % andconforming to I.S. 15622, of approved make, in all colours & shade, inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.
23 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, 18.29 18.29 m 1087.90 19898
24 12.61 Providing 10mm thick plaster of Paris (Gypsumanhydrous) ceiling up to a height of 5m above floor level over first classkail wood strips 25x6xmmwith 10mm gapin between and reinforced with rabbit wire mesh fixedtowooden frame (frame work to be paid separately)
a 12.61.1 Flat surfaces 55.39 55.39 sqm 939.30 52028
b 12.61.2 Curved surfaces 32.71 32.71 sqm 946.20 30950
25 21.6 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto1200mm length), fixed to roof slabs by means of ceiling cleatsmade out of G.I. flat 40x3mm size 60 mm long and stainless steelexpandable dash fastener of 12.5 mm dia and 50 mm long,complete as per direction of Engineer -in-charge. 47 47.00 nos 58.10 2731
26 21.5 Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-incharge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). 208.56 208.56 kg 578.80 120715
27 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. 74.26 74.26 sqm 105.40 7827
28 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 312.22 312.22 sqm 117.30 36623
29 17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 2.00 2.00 nos 5504.30 11009
30 17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 2.00 2.00 nos 3723.20 7446
31 17.7.1 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 : 2.00 2.00 nos 2764.40 5529
32 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 2.00 2.00 nos 1500.00 3000
33 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 2.00 2.00 nos 1068.50 2137
34 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 2.00 2.00 nos 146.30 293
35 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms 2.00 2.00 nos 204.70 409
36 18.9 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 ipes & fittings with one step CPVC solvent cement ,trenching ,refilling testing of joints complete as per direction of Engineer in Charge
a 18.9.1 15 mm nominal outer dia Pipes 10.00 10.00 m 151.40 1514
b 18.9.2 20 mm nominal outer dia Pipes 20.00 20.00 m 205.30 4106
c 18.9.3 25 mm nominal outer dia Pipes 60.00 60.00 m 294.70 17682
37 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 4.00 4.00 nos 434.20 1737
38 18.5 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 10 gms. 2.00 2.00 nos 715.10 1430
39 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 2.00 2.00 nos 594.80 1190
40 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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. 1000.00 1000.00 ltr 9.70 9700
41 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 19.82 30.49 50.31 m 257.50 12955
42 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 xpansion.
43 12.8 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
44 15.2.2 Demolishing cement concrete including disposal of material within 50 metre lead: 1.59 1.59 cum 970.90 1544
45 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: 17.88 17.88 cum 823.70 14728
46 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design 3.00 2.00 5.00 nos 4266.80 21334
47 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :
6.1.12C Cement mortar 1.:4 (1 cement: 4 coarse sand ) 8.18 8.18 cum 5116.30 41851
48 13.18+ 13.36.3 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floatinExtra for providing and mixing water proofing material in proportion recommended by the manufacturers15 mm cement plaster 1:3(1 cement :3 sand) 54.05 54.05 sqm 239.60 12950
49 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 1.00 1.00 nos 33603.40 33603
50 24.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.
24.1.1 All types of soil
51 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge.
24.3.2 150 mm nominal size dia 68 68.00 M 660.10 44887
52 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 4.24 4.24 cum 1343.20 5695
53 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
54 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete
55 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
56 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
24.4.2 150 mm nominal size dia 12 12.00 nos 673.50 8082
57 18.9 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.
18.9.4 32 mm nominal outer dia Pipes 66 66.00 m 359.10 23701
58 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 7 7.00 hour 916.80 6418
59 AP Supplying & fitting and fixing 1 H.P. crompton submersibl water pump etc. all comp. as per specification and direction of E/I. 1 1.00 nos 15650.00 15650
60 AP Supplying fitting and fixing submersible Electric wire as per specification and direction of E/I. 45 45.00 m 72.61 3267
61 AP Supplying,fitting and fixing adoptor of 32 Amp of approved brand etc. all complete job. As per specification and direction of E/I. 45 45.00 m 31.00 1395
62 Carriage of material
63 Extra cost of material
ADD G.S.T. 5.36% EXTRA RS 106398
64 AP Providing and fixing of PVC wall Panel with all Comp. job etc. do do E/I. 61.34 61.34 sqm 1380.00 84649
65 2603D Deduction of Selvage Value of Bricks 1976.00 1976.00 thou 4712 -9311
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
FW & E NIT NO 02_merged.pdf
NIT • 1.78 MB
BOQ GR 1.xlsx
NIT • 0.04 MB
Download all tender documents and submit your bid