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Tender Value
₹6.5 Cr
EMD Value
₹13.0 L
Closing Date
30 Jun 2026, 3:00 pm
Executive Engineer, BUILDING DIVISION VAISHALI, HAJIPUR
EE
Executive Engineer, Vaishali Building Division, Hajipur
Superintending Engineer, Building Circle Muzaffarpur
SE
CONSTRUCTION OF 100 BEDDED GIRLS HOSTEL AT GIRLS I.T.I CAMPUS, HAJIPUR, VAISHALI
133133
NIT-39/BCD/HAJIPUR/2025-26
Open Tender
CIVIL
Vaishali
• (a) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given. 16.1
Bid Security Amount in Rupees Total Bid Security Amount in Rupees Rs. 12,95,800.00 IFB
• 2 (i) Legal Status of Bidder 4.3(a)
(ii) Place of Registration.
(iii) write Principal place of Business
(iv) Power of attorney of signatory Bid 4.2(iv)
• Total value of civil engineering construction work, in Rupees, Performed in last five years. minimum annual financial turnover (in all classes of civil engineering construction works only) amount of construction work of at least the equal to the 50 % of estimated cost of works for which bid has been invited. The turn over will be indexed at the rate of 8% for a year
4.5(A) (a)
2020-21
2021-22
2022-23
2023-24
2024-25
• 4 Amout in Rupees related to Work Experience of Similar nature Satisfactory completed at least one similar work of value not less than 50% of estimated Cost 4.5(A) (b)
• 5 Minimum Quantities of work done as prime contractor in any one year during last five years, units shall be same as in Requirement column
Sl. NO. Item 50%
1 Earth work 672.1 CUM
2 Local Sand 248.64 CUM
3 Brick work 595.51 CUM
4 PCC/RCC 288.515 CUM
5 Tiles and Flooring, Kota/Marble 1141 SQM
6 Furniture work RS. 3148050.00
7 Fire Fighting work RS. 1827389.00
8 PHE RS. 1013104.00
9 Electrical work RS. 4070305.5
• Electrical License The contractor or his identified sub-contractor should possess required valid electrical license for executing the building electrification works and should have executed similar electrical works for a minimum amount as indicated in Appendix in any one year 4.5A( d)
• (a) Amount of Existing commitments and ongoing works in Rupees Sec 2-1.4(A)
(b) Amount of Work for which Bid already submitted, in Rupees Sec 2-1.4(B)
• 8 Numbers and Maximum age of Equipments with bidder Type of Equipment Nos. Maxm. Age Sec 2-1.5
Concrete Mixer with Integral weigh Batching facility 2 5
Vibrator (Plate & Niddle) 4 5
Water Tanker 1 5
Steel shuttering 3000 sft 5
• 9 Name of the Personnel and Experince in years and Select from drop down list Personnel / Qualification 4.5(B) (b)
Site Engineer B.E. (Civil) + 03 Years Exp. (3 years in Building Construction) or Diploma in Civil + 7 year Exp. In Building construction or retired A.E. 1 No.
Site Supervisor Fresh Graduate in Civil or Diploma Civil + 02 Years Exp. or retired I.T.I Holder. 2 Nos.
• 10 Evidence of accesses to Financial Resources in Rupees Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (for work under this bid). 4.2(i)
• 11 Proposed methodology and programme of construction Select from drop down list the proposed methodology and programme of construction, backed with equipment planning and deployment 4.3(l)
• 12 Litigation History. Select from drop down list. Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3(j)
• Affidavit Select from drop down list. Regarding statements made in the required attachments are true and correct. Sec-2, Affidavit
• Undertaking Select from drop down list. Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. Sec-2, Undertaking
• Registration No.
• IT.& ST Registration & clearance Certificate
• Labour License
Character Certificate
NOC for Debar (If required)
CIVIL
PERCENTAGE
L1
1
15 documents required · 15 mandatory
₹10,000
Processing Fee: 5900
₹13.0 L
2 nd Pre-bid- at office of CE(North), BCD, PATNA 17-06-2026 03:30 pm
5 Jun 2026
5 Jun 2026
1 Jul 2026
5 Jun 2026
30 Jun 2026
5 Jun 2026
11 Jun 2026
BOQ FOR CONSTRUCTION OF 100 BEDDED GIRLS HOSTEL AT GIRLS I.T.I CAMPUS, HAJIPUR, VAISHALI
Estimate Cost :- 5,66,45,665.00 (Civil Work) 81,40,611.00 (Electrical work) 6,47,86,276.00 Total Date of sale of B.O.Q. :- 05.06.2026 To 30.06.2026
Earnest Money :- 12,95,800.00 Date of Tender :- 01.07.2026
Cost of B.O.Q :- 10,000.00 Time of Completion :- 12 Months
Sl. No. Code Item Girls Hostel Girls ITI Pathway Water Tank Fire Fighting Horticulture RWH Furniture Quantity Unit Rate (Rs.) Amount (Rs.)
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. 1211.43 81.37 17.00 34.40 1344.20 M3 360.70 484852.00
2 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : Ali kinds of soil. 302.00 302.00 M3 49.40 14919.00
3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 628.00 628.00 M3 123.90 77809.00
4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 434.00 53.00 4.61 5.65 497.26 M3 287.30 142863.00
5 2.33 Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared 556.00 556.00 100Sqm 357.20 1986.00
6 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) 76.00 2.30 1.76 80.06 M3 3998.10 320088.00
7 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. 323.40 323.40 50 Per Kg 57.16 18486.00
8 5.9 Centring and shuttering including strutting, propping etc. and removal of form for.
5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 98.00 4.54 102.54 M2 211.60 21697.00
5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 39.00 86.10 125.10 M2 375.10 46925.00
5.9.3 Suspended floors, roots, landings, balcnies and access platform. 913.00 27.39 940.39 M2 437.50 411421.00
5.9.4 Shelves (Cost in situ) 25.17 25.17 M2 437.50 11012.00
5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 2207.00 2207.00 M2 404.70 893173.00
5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 1444.00 1444.00 M2 494.40 713914.00
5.9.7 Stairs,(excluding landings) except spiral-staircaces. 182.00 182.00 M2 439.90 80062.00
5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards 227.00 227.00 M2 646.70 146801.00
5.9.19 Weather shade,Chajjas, corbels etc. including edges 307.00 307.00 M2 550.90 169126.00
9 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. 0.00 M2 518.90 0.00
10 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 35280.00 756.36 80.10 36116.46 Kg 94.50 3413005.00
5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 22050.00 1134.54 23184.54 Kg 92.60 2146888.00
5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia 0.00 Kg 90.80 0.00
5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia. 42542.00 42542.00 Kg 91.70 3901101.00
5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia. 29400.00 29400.00 Kg 91.70 2695980.00
5.22.7F Thermo-Mechanically Treated bars TMT Fe-500-25rnm dia 8820.00 8820.00 Kg 91.70 808794.00
11 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.
12 5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum 458.3717 458.37 M3 5063.40 2320919.00
5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum 528.00 528.00 M3 5863.20 3095770.00
13 6.1.12C Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) 75.00 75.00 M3 5116.30 383723.00
14 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 ) 490.00 490.00 M3 4923.00 2412270.00
15 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum
250 mm thick Brick work in C.M (1:6) 436.00 436.00 M3 842.20 367199.00
125 mm thick Brick work in C.M (1:4) 75.00 75.00 M3 842.20 63165.00
16 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth inCement mortar 1 .:6 (1 cement: 6 coarse sand ) 12.03 12.03 M3 4819.90 57983.00
17 9.21.2 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: 196.00 196.00 M2 1641.50 321734.00
18 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness(weight not less than 10kg/sqm) 26.00 26.00 M2 1115.10 28993.00
19 21.1.1.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / neling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron) 140.00 140.00 Kg 418.40 58576.00
20 21.4.1 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete asper the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mm thickness 2.00 2.00 Each 2283.80 4568.00
21 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:
22 9.97 Providing and fixing aluminium tower 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 necessary screws etc. complete:
23 9.100.1 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws etc. complete…..125mm 192.00 192.00 Each 57.10 10963.00
24 9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. 96.00 96.00 Each 78.40 7526.00
25 9.101.2 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.: Twin rubber stopper 94.00 94.00 Each 60.80 5715.00
26 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) 196.00 196.00 M2 401.40 78674.00
27 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs 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 woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf 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. Doors 268.00 268.00 M2 3038.90 814425.00
28 10.15.2 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: 515.00 515.00 M 432.60 222789.00
29 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 151.00 151.00 Each 165.40 24975.00
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.). 1319.00 1319.00 Kg 546.80 721229.00
31 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 5360.00 5360.00 Kg 144.50 774520.00
32 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 7.00 7.00 M2 3653.00 25571.00
33 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer 25.00 25.00 M2 6303.40 157585.00
34 10.13B Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. Steel windows 268.00 268.00 M2 396.70 106316.00
35 10.38.1 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with. 4.0 mm thick glass panes. 268.00 268.00 M2 876.00 234768.00
36 10.29 Providing and fixing bright finished brass peg stays 300 mm long of minimum weight 330 gms.to side hung steel windows with necessary welding and machine screws etc. complete. 395.00 395.00 Each 182.70 72167.00
37 5.18.1 Providing,precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steelwire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits. 5.00 5.00 M2 1062.70 5314.00
38 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, 1111.00 30.71 8.80 1150.51 M2 283.30 325939.00
39 11.38 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 shades except 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. 229.00 229.00 M2 862.40 197490.00
40 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. 439.00 439.00 M2 795.00 349005.00
41 11.26.1 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 1177.00 1177.00 M2 1252.70 1474428.00
42 11.27.1 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm 210.00 210.00 M2 1334.90 280329.00
43 11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length 210.00 210.00 M2 18.10 3801.00
44 11.20.4 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) Ordinary cement without any pigments 34.00 34.00 M2 802.70 27292.00
45 11.41.2 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. Size of Tile 60x60 cm 151.00 151.00 M2 1638.60 247429.00
46 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600 x 600 mm. 18.00 18.00 M2 1191.80 21452.00
47 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 24.00 24.00 M2 2615.30 62767.00
48 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 4160.00 4160.00 M2 141.50 588640.00
49 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 ) 1812.00 1812.00 M2 176.40 319637.00
50 13.37 Extra for plastering exterior walls of height more than 10m form ground level for every additional height of 3 m or part there of 668.00 668.00 M2 44.40 29659.00
51 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 2082.00 2082.00 M2 125.60 261499.00
52 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. 8054.000 8054.00 M2 105.40 848892.00
53 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 6242.00 6242.00 M2 102.30 638557.00
54 13.81.1 Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) 441.00 441.00 M2 39.70 17508.00
55 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 626.00 626.00 M2 34.60 21660.00
56 13.93.1 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade: 1067.000 1067.00 M2 84.50 90162.00
57 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 388.00 388.00 M 47.10 18275.00
58 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 neat cement 110.80 11.60 122.40 M2 203.60 24921.00
59 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) 1812.00 1812.00 M2 137.00 248244.00
60 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions. (ii) 2nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) 3rd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) 4th course of 400 micron thick PVC sheet.(Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqni). 404.00 404.00 M2 480.60 194162.00
61 22.20.1 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 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 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. 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. 554.000 554.00 M2 472.50 261765.00
62 22.21 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 554.00 554.00 M2 85.20 47201.00
63 12.56X Providing and laying roof insulation with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/ cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge. 554.00 554.00 M2 1349.90 747845.00
64 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 110.00 110.00 M2 436.60 48026.00
65 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. 20.00 20.00 Each 189.40 3788.00
66 2.35.1 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindone emulsifiable concentrate of 20% 156.00 156.00 Ltr. 200.90 31340.00
67 2.37.1.1 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termites' treatrnent(including the cost of chemical emulsion) Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With chlorpyriphos/Lindone E.C. 20% with 1% concentration 147.00 147.00 M 39.90 5865.00
68 2.37.2.1 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.55 litres per linear metre including drilling and plugging holes etc With chlorpyriphos E.C. 20% with 1% concentration 147.00 147.00 M 49.10 7218.00
69 2.37.3.1 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor. With Chlorpyriphos EC 20% with 1% concentration 553.00 553.00 M2 241.20 133384.00
70 11.76 Derived Providing well burnt brick bats or Jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads making proper slope and blinding the top with cement mortar (1:10) all complete as per building specification and direction of E/I. 98.00 98.00 M3 3467.00 339766.00
71 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, 147.00 147.00 M 1087.90 159921.00
72 5.25 Providing and fixing in position copper plate as per design for expansion joints. 394.00 394.00 Kg 718.50 283089.00
73 5.27 Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg, of c ement and 0.25 cubicmetre of coarse sand for expansion joints, 487.00 487.00 Kg 241.07 117401.00
74 5.29.1.2 Providng and fixing sheet covering over expansion joints with iron screws as per design to match the colour/shade of wall treatment,200mm wide 42.00 42.00 M 191.60 8047.00
75 Carriage of Materials
Earth (1 Km Kutcha +2 km pucca) 45.00 170.00 215.00 M3 272.07 58495.00
Manure (1 Km Kutcha +2 km pucca) 37.00 37.00 M3 272.07 10067.00
76 Extra cost of Materials
77 17.68.1 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets,40 mm flush bend, 20 mm over flow pipe, 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 : 21.00 21.00 Each 8889.70 186684.00
78 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 : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 20.00 20.00 Each 2764.40 55288.00
79 17.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers 2.00 2.00 Each 3694.00 7388.00
80 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 20.00 20.00 Each 1500.00 30000.00
81 17.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required : 8.00 8.00 Each 5231.50 41852.00
82 17.11.2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm 1.00 1.00 Each 5085.90 5086.00
83 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia 20.00 20.00 Each 104.40 2088.00
85 17.32.4 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm 36.00 36.00 Each 1515.20 54547.00
86 17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete 36.00 36.00 Each 713.30 25679.00
87 17.34.1 Providing and fixing toilet paper holder : C.P. brass 21.00 21.00 Each 550.70 11565.00
88 17.73.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 41.00 41.00 Each 424.00 17384.00
89 17.70.1 Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle t rap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 20.00 20.00 Each 325.10 6502.00
90 17.70.2 Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 10.00 10.00 Each 325.10 3251.00
91 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 20.00 20.00 Each 146.30 2926.00
92 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour 150 mm nominal size square 100 mm diameter of the inner hinged round grating 60.00 60.00 Each 45.20 2712.00
93 18.12.6 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc External work Exposed on walls 50 mm dia nominal bore 45.00 45.00 M 572.60 25767.00
94 Derived Supplying Materials, labour for Constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-Charge.
i 6.0 mtr (long) x 2.80 mtr (wide) x 1.05 mtr (deep) of inside finished size as per design & drawings 1.00 1.00 Each 190377.00 190377.00
ii 3.0 mtr (long) x 1.25 mtr wide x 1.30 mtr (deep) of inside finished size as per design & drawing 1.00 1.00 Each 106505.00 106505.00
95 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kg 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.
96 12.80 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
97 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.
98 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, 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. Concealed work, including cutting chases and making good the walls etc.
18.8.1 15 mm nominal outer dia Pipes 85.00 85.00 M 278.20 23647.00
18.8.2 20 mm nominal outer dia Pipes 135.00 135.00 M 350.80 47358.00
18.8.3 25 mm nominal outer dia Pipes 375.00 375.00 M 463.10 173663.00
18.8.4 32 mm nominal outer dia Pipes 325.00 325.00 M 549.80 178685.00
18.9.5 40 mm nominal outer dia Pipes 250.00 250.00 M 477.60 119400.00
99 18.16 Providing and fixing brass stop cock of approved quality :
100 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
18.17.4 50 mm nominal bore 4.00 4.00 Each 878.20 3513.00
101 18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
102 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
18.13.2 50 to 80 mm nominal bore 8.00 8.00 Each 1090.40 8723.00
103 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :
104 18.21 Providing and fixing uplasticised PVC connection pipe with brass ions :
105 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore 438.00 438.00 Each 434.20 190180.00
106 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore 31.00 31.00 Each 715.00 22165.00
107 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 67.00 67.00 Each 594.80 39852.00
108 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore 15.00 15.00 Each 500.40 7506.00
109 24.1.1.1 Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples form 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, all type of soil. 300 mm dia 90.00 30.00 120.00 M 486.80 58416.00
110 24.2.1.1 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, beyond 90 metre & upto 150 metre depth below ground level. 300 mm dia 20.00 20.00 M 567.90 11358.00
111 24.3.2 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. 150mm nominal size dia 60.00 60.00 M 660.10 39606.00
112 24.4.1 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.100 mm nominal size dia 50.00 50.00 M 573.10 28655.00
113 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-Charges. 6.00 6.00 M3 1343.20 8059.00
114 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 2.00 2.00 Each 1213.20 2426.00
115 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 developed, measuring yield of well by 'V' notch method or any 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. 16.00 16.00 Hour 916.80 14669.00
116 24.13.2 Providing and fixing suitable size threated mild steel cap or spot welded plate to the top of bore well housing / Casting pipe, removable as per requirement, all complete for borewell of : 150 mm dia 1.00 1.00 Each 210.70 211.00
117 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tube well as per IS : 2800 (part I ), including necessary bots & nuts of required size complete. 150 mm clamp 1.00 1.00 Each 1531.40 1531.00
118 24.15.2 Providing and fixing Ball plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (Part I) 150 mm dia 1.00 1.00 Each 281.80 282.00
119 NS Rate Approved By S.E. B.C.D.MUZZAFARPUR Circle S/F/F 2 H.P. Cromption or any other apprioved make Motor and ISI make automatic starter mounted on a common wooden board etc. all complete job. 1.00 1.00 Each 25000.00 25000.00
120 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 0.00 M3 314.90 0.00
121 5.1.2 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 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 16.90 16.90 M3 4688.30 79232.00
122 6.18.4A Half brick masonry with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send) 68.00 68.00 M2 599.30 40752.00
123 13.31.1 Rough cast plaster with a mixture of sand and gravel or crushed stone from 2.36 to 12.5 mm nominal size dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:5(1 cement:5 coarse sand ) and top layer 10 mm cement plaster 1:3(1 cemeht;3 coarse sand) mixed with 10% finely grounded hydrated lime by volume of cement: Ordinary cement finish using ordinary cement 0.00 M2 393.00 0.00
124 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 173.00 173.00 M2 152.90 26452.00
125 13.26 Neat cement punning 11.60 11.60 M2 40.50 470.00
126 3.20 RCD-21 Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirment of table 300-2 for subgrade construciton 101.00 101.00 M3 74.30 7504.00
127 3.18 RCD-21 Construction of subgrade and Earthen shoulder (construciton of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, gradeing to required slope and compacted to meet requirement of table NO. 300-2 45.00 45.00 M3 223.20 10044.00
128 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 548.00 548.00 M3 444.80 243750.00
129 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. 92.00 92.00 M3 4649.00 427708.00
130 5.3 + 5.33B.4 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).+ Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-15grade R.C.C instead of M-20 grade R.C.C. 4.11 4.11 M3 5719.70 23508.00
131 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Supply, installation, testing and commissioning of Electric motor driven main fire pump set suitable for automatic operation of hydrant complete in all respect consisting of following as per specifications.
(a) Horizontal type, single/ multistage, centrifugal, split casing pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal to ensure a minimum pressure of 7 kg/sq.cm, at highest and farthest outlet at specified flow of 2850 LPM at 70 m. head conforming to IS 1520.
(b) Suitable HP squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 ± 10% volts, 3 phase 50 Hz. AC with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS- 325.
(c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (Make : Kirloskar / KSB) 1.00 1.00 set 819,073.92 819074.00
132 Supply, Installation, testing and commissioning of electric driven pressurisation (Jockey) pump set suitable for automatic operation and consisting of following: complete in all respect as required.
(a) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal and flow of 180 LPM at 70m head conforming to IS : 1520.
(b) Suitable HP squirrel cage induction motor, TEFC, synchronous speed 2900 RPM, suitable for operation on 415 ± 10% volts, 3 phase 50 Hz. AC with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS- 325.
(c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (Make : Kirloskar/ KSB) 1.00 1.00 set 332,078.88 332079.00
Fire Fighting Panel
133 Supply, Installation, Testing & Commissioning of cubicle type panel made out of 2mm thick CRCA sheet, totally enclosed, IP 42, floor mounted with channel base frame, dust and vermin proof, indoor, compartmentalized, suitable for operation on 3 phase and neutral, 415 V, 50Hz AC system, including control wiring with 2.5 sq mm size FRLS wires/cable, interconnection, duly powder coated painting etc. including supply & installation of following switchgears, metering instruments and accessories as per specifications.
1 Nos. 250 Amp four pole Moulded Case Circuit Breaker (35 kA) with thermal release unit with adjustable setting.
1 Nos. digital volt cum ammeter (Ammeter, Voltmeter) for 3 phase, 4 wire operation as per specification.
1 Sets of RYB phase indicating lamps controlled by 2 amp MCB.
300 Amp TPN busbars of high conductivity electrolytic quality aluminium alloy.
1 No. 160 amps TP MCCB (35 kA) with over volt, under volt and overload protection, single phase preventor, complete with all accessories with Star delta starter of suitable rating out going feeders to Hydrant pump motor. The compartment shall contain suitable rating analogue type ammeter with CTs and indicating lamp with MCBs for `ON'/OFF`TRIP' status of motor.
1 Nos. 63 amps TP MCCB (35 kA) with over volt, under volt and overload protection, single phase preventor, complete with all accessories along with DOL starters of suitable rating out going feeders to Jockey pump motor. The compartment shall contain suitable rating analogue type ammeter with CTs and indicating lamp with MCBs for `ON'/OFF`TRIP' status of motor.
1 No. 160 amps TP MCCB (35 kA) as a spare .
1 No. 63 amps TP MCCB (35 kA) as a spare.
134 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Supply, Installation, testing and commissioning of pressure switches with isolation ball valve for Hydrant / Electrical Driven Pump / Jockey Pumps, diaphragm type, adjustable range from 0-9 bar and a regulation range of 0.1 - 1.5 bar direct mounted SNAP acting type made from die cast aluminium with epoxy powder coated finish and SS316 diaphragm and other wetted parts, including necessary wiring upto control panel & other materials as required as per specifications. 2.00 2.00 Each 4,928.00 9856.00
135 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing & fixing pressure gauges with isolation cocks and chrome plated copper pipes as hydrant station to read pressure from 0-25 kg/sq.cm. complete and of dial dia 150 mm. (Make H-guru). 3.00 3.00 Each 4,704.00 14112.00
136 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Supplying and fixing 150 mm dia way fire brigade connection of cast iron body with 3 nos SS male instantaneous inlet couplings complete with cap and chain as required for 150mm dia MS pipe connection, conforming to IS 904 as required as per specifications. (Make : Kalpex, Safe Fire, Kartar, Newage) 1.00 1.00 Each 25,984.00 25984.00
137 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Supply, installation, testing & commissioning of mild steel pipe (IS: 1239 Part-I) heavy class including cutting, threading, welding etc. bends, elbows, reducers, clamps, hangers etc. including cutting holes in brick or RCC walls/slabs and making good the same complete including the cost of structural work for supports fabricated from standard sections of required sizes and thickness e.g. MS rods, angles channels, slotted angle, etc., cutting to sizes, drilling welding fixing to insert plates, including painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade including all steel work. Note : Pipes upto and 50 mm dia shall be threaded joints, above 50mm shall be welded joints. (Make : Nezone/ Tata/ Jindal)
138 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing, fixing, testing & commissioning of CI double flanges suction strainer (PN 1.6) "Y" type including, nuts, bolts and 3mm thick rubber insertion complete as per direction of Engineer in Charge. (Make : AIP)
139 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Supply, fixing, testing and commissioning of Slim seal butterfly valves B 190 class (PN 1.6) complete with matching flanges, rubber insertion, nuts, bolts and washer etc. of following sizes. (Make : AIP)
140 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Supply, installation, testing & commissioning of single headed, stainless steel ISI marked oblique pattern hydrant landing valve with 80mm dia flanged outlet complete with ABS blank cap and chain, twist release type plug and all accessories as per IS:5290-1983 (Type-'A'). (Make : Safeguard, Kalpex, Safe Fire) 3.00 3.00 Each 8,064.00 24192.00
131 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing and placing in proper position stainless steel 63mm dia short size branch pipes with 20mm dia nozzles with 63mm instantaneous cupling ISI marked (IS :903). (Make : Safeguard, Kalpex, Safe Fire) 3.00 3.00 Each 4,592.00 13776.00
141 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing and placing in proper position Non-percolating flexible hose (RRL type-'A') ISI marked (IS:636) 63mm dia x 15m long complete with instantaneous type stainless steel 63mm dia. IS marked male and female couplings (IS:903) bound and riveted to hose pipe with copper rivets and 1.5 mm copper wire. (Make : Safeguard, Kalpex, Safe Fire) 3.00 3.00 Each 7,280.00 21840.00
142 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing and fixing fully glazed MS fully welded construction double leaf door shutter for fire hydrant station fabricated from MS 50x50x6 mm angle iron frame, fixed to wall and hinged MS 40x40x5 mm angle iron door shutter with required MS sash bars for glazing complete with locking arrangements, stove enamelled fire red finish with 'FIRE HYDRANT' written in front. (Make : Safeguard)
Approximate Size : 2100 x 900mm. 3.00 3.00 Each 12,880.00 38640.00
143 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing and fixing standard fireman's axe with heavy insulated rubber handle conforming to IS:926 complete. (Make : Safeguard, Kalpex, Safe Fire) 3.00 3.00 Each 4,704.00 14112.00
144 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing and fixing cast iron double flanged wafer type Non- return valve PN 1.6 of approved quality conforming to IS:5312 with C.I. wheel, bolts, nuts, washers, 3 mm thick insertion rubber gaskets complete. (Make :AIP)
145 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing and fixing ISI marked Life Guard ABC type multipurpose Fire Extinguishers 6 Kg. Capacity, fitted with pressure guage complete in all respects, ready to use, complete installation kit. (Make : Ceasefire, Kalpex, Safe Fire) 2.00 2.00 Each 9,878.40 19757.00
146 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing and fixing ISI marked Life Guard ABC type multipurpose Fire Extinguishers 1 Kg. Capacity, fitted with pressure guage complete in all respects, ready to use, complete installation kit. (Make : Ceasefire, Kalpex, Safe Fire) 30.00 30.00 Each 4,166.40 124992.00
147 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing and fixing ISI marked Life Guard CO2 type multipurpose Fire Extinguishers 4.5 Kg. Capacity, fitted with pressure guage complete in all respects, ready to use, complete installation kit. (Make : Ceasefire, Kalpex, Safe Fire) 4.00 4.00 Each 17,920.00 71680.00
148 Approved Rate from SE Motihari Circle, vide letter no. 152 dtd. 08.02.19 Providing and fixing ISI marked Life Guard Water type multipurpose Fire Extinguishers 9 Lt. Capacity, fitted with pressure guage complete in all respects, ready to use, complete installation kit. (Make : Safepro, Fire Tips) 10.00 10.00 Each 7,056.00 70560.00
149 1.0/ 2.32 Clearing jungle including uprooting or rank vegetation, grass, brush wood, trees and scaplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 2100.00 2100.00 100 sqm 697.40 14645.00
150 2.0/ 23.1 Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of / and manure before and after flooring trench with water (excluding cost of imported earth, sludge or manure) 1260.00 1260.00 cum 44.70 56322.00
151 3.0/ 23.2 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measured in stacks will be reduced by 20 % for payment) 170.00 170.00 cum 143.50 24395.00
152 4.0/ 23.4 Supplying and stacking at site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment)
153 4.1/ 23.4.3 Screened through sieve of I.S. designation 4.75 mm 37.00 37.00 cum 315.80 11685.00
154 5.0/ 23.9 Mixing earth and sludge or manure in proportion specified or directed. 207.00 207.00 cum 20.90 4326.00
155 6.0/ 23.8 Spreading of sludge, dump manutre or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately) 207.00 207.00 cum 30.10 6231.00
156 7.0/ 23.12 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rought dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 2100.00 2100.00 100 sqm 3418.20 71782.00
157 8.0/ 23.10 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free form weeds and fit for moving including supplying good earth if needed.
158 8.1/ 23.10.3 In rows 5 cm apart in either direction. 2100.00 2100.00 100 sqm 1027.40 21575.00
159 9.0/ 23.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20 % 1 part of stacked volume of manure after reduction by 8 % ) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure sludge or extra good earth if needed to be paid for separately)
162 10.0/ 23.13 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8 :1 (8 parts of stacked volume of earth after reduction by 8% ) flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) 68.00 68.00 cum 126.90 8629.00
11.0/ Plantation of trees & Shrubs/ creeps.
163 4.1.5 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 10.00 10.00 cum 3434 34340.00
164 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer 173.00 173.00 Sqm 38.60 6678.00
165 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 173 173.00 Sqm 81.2 14048.00
166 24.4.2 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. 150 mm nominal size dia 30.00 30.00 M 660.10 19803.00
167 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 3.00 3.00 cum 1195.60 3587.00
168 5.33A.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All work upto plinth level 1.602 1.60 cum 4756.20 7619.00
169 0362 Supply of Brick batsfor recharge pit etc, 5.487 5.49 cum 1144.92 6282.00
170 GROUND FLOOR Bed Room(2Nos.)
171 GODREJ APO SHEED BED GENERIC Structure of Metal bed frame including legs and head Structure M S HOLLOW RECTANGULAR / SQUARE SECTION Head board With Shape of headboard rectangular MATERIAL Size of Rectangular Hollow section ±1(mm) 50 mm X 25 mm Size of Square Hollow Section ±1(mm) 38 mm X 38 mm Size of Circular Hollow Sections ±1(mm) N.A Thickness of Hollow Section in Structure (mm) 1.2 mm Support Panel for placement of mattresses m s hollow box square section Thickness of support Panel (in mm) 1.0 mm Material of head board m s ERW tube IS:7138 Square Tube of 38.1 mm X 1.2 mm thick Material of mattress panel MS PERFORATED / SHEET Thickness of mattress Panel ±1(mm) 1.0 MM DIMENSION Over all length of Bed in mm (±10 mm) 2050 Over all width of Bed in mm (±10 mm) 915 Height of Bed in mm (±10 mm) 650 millimeter Size ofsupport members in mm (±5 mm) 25 X 50 (mm) COLOUR & FINISH:Paint /Finish of M S parts Powder Coating Finish of head board powder coating Min Powder/paint coating thickness (Micron) 60 micron Colour of bed (steel Frame) black 2.00 2.00 Each 15470.00 30940.00
172 Godrej table Model T-31 900 X 590 X 750 made of MS ERW square tube 18 mm x 25mm x 1.2mm thick with Pre Laminated top size 1199 X 590 X 750 mm thick with single side one drawers, Drawer unit made of .5mm thick MS CRCA sheet, All steel components have powder coated paint 2.00 2.00 Each 10155.00 20310.00
173 Godrej Chair Model Unwind with SS Understructure SEAT/BACK: The Seat and Back are made up of injection moulded high impact strength PolyPropylene polymer compound with indoor grade UV resistance *SEAT SIZE: 52.5 cm. (W) x 53.2 cm. (D), * BACK SIZE : 51.6 2.00 2.00 Each 4255.00 8510.00
174 Godrej Slimline 2 Sh with mirro of size 900W x 507D x 1950H mm rafted from prime steel, your Slimline cupboard will be resistant to corrosion and pestsThis cupboard comes with 2 easily adjustable shelvesThe hanging rod inside the cupboard ensures ample space for your daily wear, suits, sarees and/or dressesKnock down construction makes shifting and handling of Slimline easierAvailable with over head unit option to maximize vertical space usage You can also choose to have a mirror with SlimlineStylish snap-shut flush handle enhances Slimline’s aesthetics 2.00 2.00 Each 20424.00 40848.00
175 Godrej Adriana Queen Bed is designed to bestow you with warm comfort. See how its queen size bed in natural walnut finish creates a wonderful, unperturded atmosphere and this breathtaking creation is also well endowed with strength and solidity provided by its metal frame you will just love to sink into it. Dimension 1733W x 2060L x 930H, Beadstead 1521W x 2010L x 410H 1.00 1.00 Each 33197.00 33197.00
Godrej Mattress of size 78"x60"x4" 1.00 1.00 Each 18897.00 18897.00
176 Godrej table Model T-31 900 X 590 X 750 made of MS ERW square tube 18 mm x 25mm x 1.2mm thick with Pre Laminated top size 1199 X 590 X 750 mm thick with single side one drawers, Drawer unit made of .5mm thick MS CRCA sheet, All steel components have powder coated paint 1.00 1.00 Each 10155.00 10155.00
177 Godrej Chair Model Unwind with SS Understructure SEAT/BACK: The Seat and Back are made up of injection moulded high impact strength PolyPropylene polymer compound with indoor grade UV resistance *SEAT SIZE: 52.5 cm. (W) x 53.2 cm. (D), * BACK SIZE : 51.6 1.00 1.00 Each 4255.00 4255.00
178 Godrej Table Model Finnesse 6030 with ERU 5216 & 01 No. 3 Drawers Pedestal Table of size 1800 x 900 x 740 , ERU of size 1550 x 450 x 705 & Side Panel made of top of 25 mm thick plain particle board clad with 0.6mm thick post formed Laminate and 1 mm Thick Backing Laminate Flat Edge duly sealed with 2 mm thick PVC beading Modesty panel of 18mm thick plain particle Board clad with 1.0 mm thk DL on both sides, Edge with 2 mm thl PVC beading & Three Drawers Pedestal 1.00 1.00 Each 58840.00 58840.00
179 Godrej Kareena Nxt High Back Chair SEAT/BACK ASSEMBLY: The seat is made up of 1.2 ±0.1 cm. thick hot pressed plywood upholstered with fabric or synthetic leather and moulded Polyurethane Foam. The back is made up 1.2 ±0.1 cm. thick hot pressed plywood measured as per QA method described in OCP-QLTA-P14-18 and upholstered with replaceable fabric or synthetic leather upholstery covers and moulded polyurethane foam. The back ply and foam is designed with contoured lumber support for comfortable seating posture. High Back Size 48cm(W) X 76.0cm,(H), Width :-76.0 cm, Depth-70.7 cm, Height-103.5-120.5 cm, Seat Height-47.5-57.5 cm , SEAT SIZE 51.0cm.(W) X 48.0cm.(D). HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam for seat and back is moulded with density = 45 +/-2 kg/m3 and Hardness load 16 ± 2 kgf as per IS:7888 for 25% Compression ARMRESTS (ADJUSTABLE):The armrest top is moulded from polyurethane(PU) and mounted on to a drop lift adjustable type tubular armrest support made of 03.81 ±0.03 cm x 0.2±0.01 cm thk M.S E.R.W tube having chrome plated finish.The armrest height adjustable up to 6.5±0.5cm in 5 steps.KNEE TILT SYNCHRO MECHANISM WITH SEAT DEPTH mechanism is designed with the following features: 360° revolving type. Single point control. Front pivot for tilt with feet resting on ground ensuring more Tilt tension adjustment. 4-position locking with anti-shock feature. Seat back tilting ratio of 1:2 Seat depth adjustment of 6.0 ±0.5cm. can be locked in 6 pos. FRONT PIVOT SYNCHRO MECHANISM: The mechanism is designed with the following features: 360° revolving type. Single point control. positions for the better lumbar support 1.00 1.00 Each 17682.00 17682.00
180 GODREJ KAREENA NXT VISITOR CHAIR SEAT/BACK ASSEMBLY: The seat is made up of 1.2 ±0.1 cm. thick hot pressed plywood upholstered with fabric or synthetic leather and moulded Polyurethane Foam. The back is made up 1.2 ±0.1 cm. thick hot pressed plywood measured as per QA method described in OCP-QLTA-P14-18 and upholstered with replaceable fabric or synthetic leather upholstery covers and moulded polyurethane foam. The back ply and foam is designed with contoured lumber support for comfortable seating posture.Size W-66.5 cm, D-61.6 cm, Height-93.2 cm, Seat Height-47.7 cm. HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam for seat and back is moulded with density = 45 +/-2 kg/m3 and Hardness load 16 ± 2 kgf as per IS:7888 for 25% Compression. ARMRESTS (FIXED):The armrest top is moulded from polyurethane(PU) and mounted on to a fixed type tubular armrest support made of 03.81 ±0.03 cm x 0.2±0.01 cm thk M.S. E.R.W tube having chrome plated finish. FIXED SPINE (COFERENCE/ VISITOR): The seat and back are arrested together with fixed type spine i.e no back up/down adjustment; made of 0.8 ±0.05 cm thk HR Steel and is black powder-coated ( DFT 40-60 microns). TUBULAR VISITOR FRAME (Visitor Chair): The tubular frame is cantilever structure & made of Dia.0 2.54 ±0.03cm. x 0.2 ±0.016cm.thk. M.S. E.R.W. Tube with a M.S. Spine mounting bracket welded to it. Back spine is fitted to the frame assembly.The frame finish is Nickel Chrome plated (15-20 microns). 1.00 1.00 Each 10370.00 10370.00
181 Godrej Slimline 2 Sh with mirro of size 900W x 507D x 1950H mm rafted from prime steel, your Slimline cupboard will be resistant to corrosion and pestsThis cupboard comes with 2 easily adjustable shelvesThe hanging rod inside the cupboard ensures ample space for your daily wear, suits, sarees and/or dressesKnock down construction makes shifting and handling of Slimline easierAvailable with over head unit option to maximize vertical space usage You can also choose to have a mirror with SlimlineStylish snap-shut flush handle enhances Slimline’s aesthetics 2.00 2.00 Each 20424.00 40848.00
182 Godrej Nano Perch Three Seater Chair with Cross Beam- made of MS ERW rectangular black powder coated Tube of 80 x 40 x 2 mm Leg & arm rest chrome plated made of cold rolled steel. Arm rest & leg assembled to the cross beam with M10 x 100 mm bolts. Seat & back 1.6mm thick powder coated perforated shell of cold rolled MS Sheet. Side Bar of chrome plated solid steel 30 x 12 mm (DIN 174) with flunting & plastic insert .The shell is assembled on the cross beam with help of M8 Bolts The overall dimension is 1608mm (L) x 695mm (H) x 555mm (D), Seat Height : 405mm. 3.00 3.00 Each 19456.00 58368.00
183 Godrej Bravo Visitor Chair The seat and back are made up of 1.2 cm. thick hot pressed plywood, upholstered with fabric upholstery covers and moulded Polyurethane foam. The back foam is designed with contoured lumbar support for extra comfort. The seat has extra thick foam on front edge to give comfort to popliteal area. Dimension BACK SIZE - 47.5 cm. (W) x 58.0cm. (H) & SEAT SIZE 47.0 2.00 2.00 Each 7650.00 15300.00
184 Glaze corner table of size 600 W x 450D x 500H an liven up any living room, with its black and glass top base. The table is crafted from an 8 mm tempered glass top and a silver powder coated understructure, which makes its stylish and sturdy 1.00 1.00 Each 9796.00 9796.00
185 Godrej Slimline 2 Sh with mirro of size 900W x 507D x 1950H mm rafted from prime steel, your Slimline cupboard will be resistant to corrosion and pestsThis cupboard comes with 2 easily adjustable shelvesThe hanging rod inside the cupboard ensures ample space for your daily wear, suits, sarees and/or dressesKnock down construction makes shifting and handling of Slimline easierAvailable with over head unit option to maximize vertical space usage You can also choose to have a mirror with SlimlineStylish snap-shut flush handle enhances Slimline’s aesthetics 1.00 1.00 Each 20424.00 20424.00
186 Godrej Steel MF System of size 6'x36"x18" with Six Shelves Prime quality CRC sheet conforming to IS 513D/10748/5986. The pitches of the slots at 19.05 mm, Panel/Shelves: 6 Bnd bending process of 905L x 448D of load capacity 80 Kgs. UDL Max Per shelf. All fasteners of electro perk arised as per IS : 3665-1985 Painting All steel components of powder coated as per IS : 101/1964 2.00 2.00 Each 7549.00 15098.00
187 GODREJ TIME OUT 8 SEATER Cafeteria/Canteen Table for 06 Persons of top size 1734 x 1175 x 750. Work Surface- 25mm thick (+/-1mm) base material-25mm MDF Board. On top PU Painting of minimum 2H hardness. Understructure- bend pipe understructure of MS Powder coated Pipe dia 38 mm, 2 mm thick understructure fitted with top by SS machine screws. Legs-MS Powder coated Legs , 38mm Dia Pipe Legs are fixed with understructure and table top. Glide- Plastic glide fixed atmthe understructure to prevent the damage of table top during stacking. 9.00 9.00 Each 40224.00 362016.00
188 Godrej Chair Model Unwind with SS Understructure SEAT/BACK: The Seat and Back are made up of injection moulded high impact strength PolyPropylene polymer compound with indoor grade UV resistance *SEAT SIZE: 52.5 cm. (W) x 53.2 cm. (D), * BACK SIZE : 51.6 54.00 54.00 Each 4255.00 229770.00
189 Godrej Steel MF System of size 6'x36"x18" with Six Shelves Prime quality CRC sheet conforming to IS 513D/10748/5986. The pitches of the slots at 19.05 mm, Panel/Shelves: 6 Bnd bending process of 905L x 448D of load capacity 80 Kgs. UDL Max Per shelf. All fasteners of electro perk arised as per IS : 3665-1985 Painting All steel components of powder coated as per IS : 101/1964 6.00 6.00 Each 7549.00 45294.00
BED ROOMS-8 NOS
190 GODREJ APO SHEED BED GENERIC Structure of Metal bed frame including legs and head Structure M S HOLLOW RECTANGULAR / SQUARE SECTION Head board With Shape of headboard rectangular MATERIAL Size of Rectangular Hollow section ±1(mm) 50 mm X 25 mm Size of Square Hollow Section ±1(mm) 38 mm X 38 mm Size of Circular Hollow Sections ±1(mm) N.A Thickness of Hollow Section in Structure (mm) 1.2 mm Support Panel for placement of mattresses m s hollow box square section Thickness of support Panel (in mm) 1.0 mm Material of head board m s ERW tube IS:7138 Square Tube of 38.1 mm X 1.2 mm thick Material of mattress panel MS PERFORATED / SHEET Thickness of mattress Panel ±1(mm) 1.0 MM DIMENSION Over all length of Bed in mm (±10 mm) 2050 Over all width of Bed in mm (±10 mm) 915 Height of Bed in mm (±10 mm) 650 millimeter Size of support members in mm (±5 mm) 25 X 50 (mm) COLOUR & FINISH:Paint /Finish of M S parts Powder Coating Finish of head board powder coating Min Powder/paint coating thickness (Micron) 60 micron Colour of bed (steel Frame) black 26.00 26.00 Each 15470.00 402220.00
191 Godrej table Model T-31 900 X 590 X 750 made of MS ERW square tube 18 mm x 25mm x 1.2mm thick with Pre Laminated top size 1199 X 590 X 750 mm thick with single side one drawers, Drawer unit made of .5mm thick MS CRCA sheet, All steel components have powder coated paint 26.00 26.00 Each 10155.00 264030.00
192 Godrej Chair Model Unwind with SS Understructure SEAT/BACK: The Seat and Back are made up of injection moulded high impact strength PolyPropylene polymer compound with indoor grade UV resistance *SEAT SIZE: 52.5 cm. (W) x 53.2 cm. (D), * BACK SIZE : 51.6 26.00 26.00 Each 4255.00 110630.00
193 Godrej Slimline 2 Sh with mirro of size 900W x 507D x 1950H mm rafted from prime steel, your Slimline cupboard will be resistant to corrosion and pestsThis cupboard comes with 2 easily adjustable shelvesThe hanging rod inside the cupboard ensures ample space for your daily wear, suits, sarees and/or dressesKnock down construction makes shifting and handling of Slimline easierAvailable with over head unit option to maximize vertical space usage You can also choose to have a mirror with SlimlineStylish snap-shut flush handle enhances Slimline’s aesthetics 26.00 26.00 Each 20424.00 531024.00
194 INSIGHT TABLE of size 1800 X 900 X 740- Worktop 25 mm Thick PLB Tops with 2mm Thick PVC Edge Beading Understructure C – Frames Legs 1.6 mm thick M.S CFrame Supporting the Top. LegsDia. 38.1 x 1.6 mm thick M.S ERW tube. 10.00 10.00 Each 14519.00 145190.00
195 Godrej Chair Model Unwind with SS Understructure SEAT/BACK: The Seat and Back are made up of injection moulded high impact strength PolyPropylene polymer compound with indoor grade UV resistance *SEAT SIZE: 52.5 cm. (W) x 53.2 cm. (D), * BACK SIZE : 51.6 40.00 40.00 Each 4255.00 170200.00
2ND FLOOR AND 3RD FLOOR
BED ROOMS-9 + 8 NOS.
196 GODREJ APO SHEED BED GENERIC Structure of Metal bed frame including legs and head Structure M S HOLLOW RECTANGULAR / SQUARE SECTION Head board With Shape of headboard rectangular MATERIAL Size of Rectangular Hollow section ±1(mm) 50 mm X 25 mm Size of Square Hollow Section ±1(mm) 38 mm X 38 mm Size of Circular Hollow Sections ±1(mm) N.A Thickness of Hollow Section in Structure (mm) 1.2 mm Support Panel for placement of mattresses m s hollow box square section Thickness of support Panel (in mm) 1.0 mm Material of head board m s ERW tube IS:7138 Square Tube of 38.1 mm X 1.2 mm thick Material of mattress panel MS PERFORATED / SHEET Thickness of mattress Panel ±1(mm) 1.0 MM DIMENSION Over all length of Bed in mm (±10 mm) 2050 Over all width of Bed in mm (±10 mm) 915 Height of Bed in mm (±10 mm) 650 millimeter Size of support members in mm (±5 mm) 25 X 50 (mm) COLOUR & FINISH:Paint /Finish of M S parts Powder Coating Finish of head board powder coating Min Powder/paint coating thickness (Micron) 60 micron Colour of bed (steel Frame) black 72.00 72.00 Each 15470.00 1113840.00
197 Godrej table Model T-31 900 X 590 X 750 made of MS ERW square tube 18 mm x 25mm x 1.2mm thick with Pre Laminated top size 1199 X 590 X 750 mm thick with single side one drawers, Drawer unit made of .5mm thick MS CRCA sheet, All steel components have powder coated paint 72.00 72.00 Each 10155.00 731160.00
198 Godrej Chair Model Unwind with SS Understructure SEAT/BACK: The Seat and Back are made up of injection moulded high impact strength PolyPropylene polymer compound with indoor grade UV resistance *SEAT SIZE: 52.5 cm. (W) x 53.2 cm. (D), * BACK SIZE : 51.6 72.00 72.00 Each 4255.00 306360.00
199 Godrej Slimline 2 Sh with mirro of size 900W x 507D x 1950H mm rafted from prime steel, your Slimline cupboard will be resistant to corrosion and pestsThis cupboard comes with 2 easily adjustable shelvesThe hanging rod inside the cupboard ensures ample space for your daily wear, suits, sarees and/or dressesKnock down construction makes shifting and handling of Slimline easierAvailable with over head unit option to maximize vertical space usage You can also choose to have a mirror with SlimlineStylish snap-shut flush handle enhances Slimline’s aesthetics 72.00 72.00 Each 20424.00 1470528.00
Total Amount of SOR & DSR items for all works 45064953.00
Total Amount of Non Schedule items for all works 10019878.00
Applying Correction factor @ 0.982 on Scheduled items 44253784.00
Grand Total:- 56645665.00
Executive Engineer, Vaishali Building Division, Hajipur.
BLL OF QUANTITY
Name of Work :- BOQ for Provision to E.I. in Proposed 100 bedded (Girls's Hostel) at ITI HAJIPUR.
Sl. No. Code No. Particular Qty. Unit Rate Amount
1 1.3 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 size G.I box etc. as required.
Batten holder point 191
Tube light point 213
Downlighter point 105
Ceiling fan point 138
Exhaust fan point 41
Hanging light 27
Street light 10
2 1.31 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. 103 Each 414.00 42,642.00
3 1.32 Supplying and fixing suitable size of G.I. box with modular plate and cover in front or in surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 83 Each 531.00 44,073.00
4 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1520 Meter. 309.00 469,680.00
5 1.53 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amp modular SP MCB 'C' curve, including connections, painting etc. as required. 5 Each 683.00 3,415.00
6 1.55 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 2 nos. 5 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as reqd. 52 Each 632.00 32,864.00
7 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on sudace or in recess, including providing and fixing 4 nos. 5 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 34 Each 1,064.00 36,176.00
8 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 2150 Meter 201.00 432,150.00
1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For Computer and double socket) 1550 Meter 246.00 381,300.00
1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For street light) 240 Meter 246.00 59,040.00
1.7.3 2X 4 sq. mm + 1 X 4 sq. mm earth wire (for AC ) 95 Meter 309.00 29,355.00
1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire (for LDB) 400 Meter 660.00 264,000.00
1.7.12 4 X 10 sq. mm + 1 X 6 sq. mm earth wire ( for PDB) 160 Meter 925.00 148,000.00
1.7.13 4 X 16 sq. mm + 1 X 6 sq. mm earth wire ( for VTPN ) 140 Meter 1,312.00 183,680.00
9 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar,neutral bus bar,earth bar, din bar, inerconnections, powder painted including earthing etc. as reqd.(But without MCB/RCCB/Isolator)
2.9.1 4 ways (4+12), Double door, horizontal type 24 Each 4,184.00 100,416.00
2.9.2 6 way ( 4 + 18 ), Double door, horizontal type 4 Each 5,132.00 20,528.00
10 2.12 Supplying and fixing following rating, 240/415 volts, ‘C’ curve, MCB suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
2.12.1 6 A to 32 A, Single pole 360 Each 237.00 85,320.00
11 2.33 Supplying and fixing following ways, surface/recess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, duly powder painted suitable for upto 160 amp, four pole MCCB as Incomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's etc as required. (but without MCCB & MCBs)
2.33.1 4 way, Double door, l/C 160A, MCCB 4 Each 12,107.00 48,428.00
2.33.2 6 way , Double door, I/C 160 A, MCCB 4 Each 13,710.00 54,840.00
12 2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thrmomagnetic release and terminal spreaders in existing panel board including drilling holes in cubicle panel, making connections etc. as required.
13 2.12 Supplying and fixing following rating, 240/415 volts, ‘C’ curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2
14 2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing panel board including drilling holes in cubicle panel, making connections etc. as required.
15 2.7 Providing and fixing following capacity 4 pole ON-load panel mounted changeover switches inside the existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.
16 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) 38 Sq. ft. 1,809.00 68,742.00
17 A/R Supplying of copper strip of all sizes for busbar strip/interconnection including drilling holes etc as reqd. 28 Kg 871.00 24,388.00
18 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1 Each 6,536.00 6,536.00
19 7.7 Supply of following sizes and core PVC / XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.
20 7.1 Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
7.1.4 Above 185 sq. mm and upto 400 sq. mm 125 Meter 368.00 46,000.00
21 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required.
FITTING & FIXTURES
22 1.33 Supplying and fixing 2 pin, 5/6 amp. ceiling rose on the existing junction box/ wooden block including connection etc as required. 429 Each 64.00 27,456.00
23 1.34 Supplying and fixing batten holder including connection etc. as required. 191 Each 80.00 15,280.00
24 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.
6.1.6 15 watt LED lamp 191 Each 250.00 47,750.00
25 5.2 Supplying and fixing 4' X 20 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as reqd. 213 Each 762.00 162,306.00
26 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required.
27 5.6 Supplying and fixing following types aluminium extruded suspended type LED luminaire with minimum efficacy 100 lm/w ensuring uniform and continuous illumination including suspension system complete with electronic driver etc and connection with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 0.00
28 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, IP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as reqd.
29 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 10 Each 1,038.00 10,380.00
30 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. 138 Each 358.00 49,404.00
31 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. 138 Each 2,482.00 342,516.00
32 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.
33 1.38 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. 2 Each 351.00 702.00
34 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 2 Set 13,721.00 27,442.00
35 3.17 Providing & fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 42 Meter 144.00 6,048.00
LIGHTNING ARRESTER
36 4.1 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 4 1056.00 Each 4,224.00
37 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 35 81.00 Metre 2,835.00
38 4.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) 200 102.00 Metre 20,400.00
39 4.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) 60 145.00 Metre 8,700.00
40 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. 2 6323.00 Set 12,646.00
41 3.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc as required. 20 195.00 Metre 3,900.00
42 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 34 144.00 Metre 4896.00
SOLAR PHOTO VOLTAIC POWER GENERATION SYSTEM
43 DSR 17.1 Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required.
a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730- Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.
b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in
meter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.
c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.
d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices.
e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other
accessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc.
f) Lightning, surge voltage protection, earthing protection and grid islanding.
g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required.
h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connection-interconnection, etc. as required. 20 KWp 54280 1,085,600.00
44 DSR 2025 24.9 Supplying, installation, testing and commissioning of following capacity (continuous loading) BEE 5 Star
rated (Corresponding Level as per BIS amended upto date of receipt of tender) , 11/0.433 KV step down, 3 Phase, 50 Hz, Dyn 11 vector group, ONAN (Oil Natural Air Natural) copper wound transformer (Electrolytic grade 99.9% pure copper, Core made of first grade Cold Rolled Grain Oriented (CRGO) Core grade MOH or better, suitable for out door/indoor applications with Offload Tap Changer/ On Load Tap Changer (OLTC) ( below 500 KVA offload and above 500 KVA On Load Tap Changer) on HV side having AVR relay and Remote Tap Changer Control (RTCC) for automatic sensing of incoming voltage, automatic operation of OLTC and facility for remote and manual operation of OLTC HV side in range of +5% to -15% in steps of 2.5%, having cable end boxes on HV side suitable for 3x300 sq.mm XLPE cable of 11 KV grade, including bus trunking arrangement on LV side including supplying and laying of copper conductor multicore control cable from transformer to HT breaker/panel for safety tripping, complete with all accessories and safety provisions as per relevant IS Code including first filling of filtered dehydrated oil, i/c supplying and grouting of suitable M.S. Channel with all accessories and transformer shall be confirming to IS : 2026 (Part 1 to Part 5), IS : 1180 and as per CPWD specifications complete in all respects etc as required at site. The maximum flux density in any part of the core and yoke at rated voltage and frequency shall be such that the flux density with + 12.5 percent combined voltage and frequency variation from rated voltage and frequency does not exceed 1.9 Tesla. The permissible temperature-rise shall not exceed 35 0C for oil and 40 dg. C up to 200 KVA and 40 0C for oil and 45 0C for above 200 KVA for winding. Inside of tank shall be painted with varnish or liquid resistant paint. For external surfaces one coat of thermo setting powder paint or one coat of epoxy primer followed by two coats of polyurethane base paint shall be used. IS: 1180 (Part 3) shall be referred to for paint thickness for normal to medium corrosive atmosphere. For highly polluted atmosphere and special application external paint work shall be as per direction of Engineer-in-Charge. Design ambient condition : a) air temperature 50 0C, b) Relative Humidity 90 % Max, c) Seismic Zone as per location of site, d) Altitude as per location/site. Noise level Shall not exceed limits as per NEMA TR-1 with all accessories running measured as per IEC 551 / NEMA standard. The
transformer shall be confirming to IS : 2026 (Part 1 to Part 5), IS : 1180 and as per CPWD specifications complete in all respects etc as required at site. The maximum flux density in any part of the core and yoke at rated voltage and frequency shall be such that the flux density with + 12.5 percent combined voltage and frequency variation from rated voltage and frequency does not exceed 1.9 Tesla. The permissible temperature-rise shall not exceed 35 0C for oil and 40 dg. C up to 200 KVA and 40 0C for oil and 45 0C for above 200 KVA for winding. Inside of tank shall be painted with varnish or liquid resistant paint. For external surfaces one coat of thermo setting powder paint or one coat of epoxy primer followed by two coats of polyurethane base paint shall be used. IS: 1180 (Part 3) shall be referred to for paint thickness for normal to medium corrosive atmosphere. For highly polluted atmosphere and special application external paint work shall be as per direction of Engineer-in-Charge. Design ambient condition : a) air temperature 50 0C, b) Relative Humidity 90 % Max, c) Seismic Zone as per location of site, d) Altitude as per location/site. Noise level Shall not exceed limits as per NEMA TR-1 with all accessories running measured as per IEC 551 / NEMA standard. T
primer followed by two coats of polyurethane base paint shall be used. IS: 1180 (Part 3) shall be referred to for paint thickness for normal to medium corrosive atmosphere. For highly polluted atmosphere and special application external paint work shall be as per direction of Engineer-in-Charge. Design ambient condition : a) air temperature 50 0C, b) Relative Humidity 90 % Max, c) Seismic Zone as per location of site, d) Altitude as per location/site. Noise level Shall not exceed limits as per NEMA TR-1 with all accessories running measured as per IEC 551 / NEMA standard. The
transformer should have QR code which should contain drawing, test report OEM manual,Geo- Tag of manufacturing location etc. Marking Each transformer shall be provided with rating plate made of anodized aluminium/ stainless steel material securely fixed on the outer body, easily accessible, as per IS: 1180 Part-3. The entries on the rating plate shall be indelibly marked.
Fitting and Accessories : The following fittings shall be provided:- a) Two earthing terminals with the earthing symbol b) Oil level gauge indicating oil level at minimum, 30°C and maximum operating temperature; c) Air release device (for non-sealed type transformers) d) Rating and terminal marking plates; e) Silica gel breather f) Drain-cum-sampling valve (¾″ nominal size thread, IS 554) preferably steel with plug for three phase transformers; g) Thermometer pocket with cap; h) Oil filling holes having (1¼″ nominal size thread) with cover (for sealed type transformers without conservator); i) Lifting lugs for the complete transformer as well as for core and winding assembly; j) Pressure relief device or explosion vent above 200 kVA; k) One filter valve on the upper side of the tank (for transformers above 200 kVA); l) Unidirectional flat rollers (for transformers above 200 kVA); m) Inspection hole (for transformers above 200 kVA);
n) HV side neutral grounding strip (where one of the HV bushing terminal is connected to earth); o) Buchholz relay for transformers above 800 kVA. p) Arcing horns or suitable rating lightning arrestors for HT side – 3 Nos.
q) Bird guard; r) Oil temperature indicator and winding temperature indicators for transformers above 200 kVA with suitable tripping mechanism above permissible limit s) Jacking pads (for transformer above 1 600 kVA); t) Additional Neutral separately brought out on bushing for earthing. u) Magnetic oil level gauge (for transformer above 1600 kVA) with low oil level alarm contact; v) Non return valve (for conducting pressure test); w) Pressure relief device or explosion vent x). Monogram Plate y) Inspection cover z). Detachable type radiators with top and bottom shutoff valve. aa) Oil Conservator with Oil level indicator, minimum level marking and drain plug for all transformers of capacity 50 KVA and above. bb) Necessary hardware, clamps, lugs etc. for termination on HV/MV etc. for all transformers.
45 N/S Supply, Installation, testing and commissioning of 2 Pole mounted DP providing I no 11kv,400A GOC in accordence with ie rules& local authority specifications and drawing and comprasing the following
N/S 2 nos. of 11 mtr long MS Pole complete with Pole, excavation, MS foundation and back filling complete as required.
N/S AB Switch Horn Gap, HT fuse set, Lighting Arrestor Set, Pole Stay wire 4 set, required channel complete etc as required 1 Set 85,000.00 85000.00
46 7.8 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power H.T. cable with aluminium conductor for working voltage upto 11 KV as required.
47 7.5 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
48 DSR supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required:
49 3.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required.(For Lightning Arrestor & transformer body earth) 2 Set 6,884.00 13768.00
50 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 40 Metre 144.00 5760.00
51 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 2 Set 13,721.00 27,442.00
52 3.9 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm). (For Lightning Arrestor) 30 Meter 133.00 3990.00
INTELLIGENT FIRE ALARM SYSTEM
53 DSR 28.1.9 Supplying installation,testing & commissioing sector panel suitable for following zones,complete with visual indications for short circuit fault,open circuit fault,fire condition and all other standard facilities as per IS : 2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as reqd.
54 DSR 28.2.4 Supplying, installation, testing & commissioning of analog addressable photothermal detector complete with mounting base complete with all connections etc. as reqd. 66 3004.00 Each 198,264.00
55 DSR 28.1.2 SITC of smoke detector with built in LED & mounting base complete with all connections etc. as reqd. 56 1223.00 Each 68,488.00
56 DSR 28.2.6 Supplying, installation, testing & commissioning of intelligent addressable programmable sounder complete as required 36 2787.00 Each 100,332.00
57 DSR 28.2.7 Supplying, installation, testing & commissioning of fault isolator with complete base as required 7 3434.00 Each 24,038.00
58 DSR 28.2.10 Supplying, installation, testing & commissioning ofaddressable fire control module complete as required. 12 3156.00 Each 37,872.00
59 DSR 28.2.14 Supplying, installation, testing & commissioning ofaddressable manual call point complete as required. 12 4063.00 Each 48,756.00
60 DSR 28.2.15 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required 12 3682.00 Each 44,184.00
61 DSR 28.5.1 Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring &LSZH outer sheath complete as required. 900 386.00 Each 347,400.00
62 DSR 28.5.3 Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required.
28.5.3.2 speaker cable Two pair, 2-core, 1.5 sqmm 800 97.00 Meter 77,600.00
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