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| # | Company | Amount |
|---|---|---|
| 1 | ₹7.2 Cr |
Tender Value
₹8.4 Cr
EMD Value
₹16.8 L
Closing Date
9 Jun 2026, 3:00 pmClosed
EXECUTIVE ENGINEER BUILDING DIVISION BEGUSARAI
EE
E E BUILDING DIVISION BEGUSRAI
SUPERINTENDING ENGINEER BUILDING CIRCLE DARBHANGA
SE
Construction work of D-Type (G+5) multi-storey Quarter 20-units for Officers of Collectorate, Begusarai.
131001
E-NIT-03/BEGUSARAI/2026-27
Open Tender
CIVIL
Begusarai
• Bid Security Amount in Rupees (A) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given. 16.1
Total Bid Security Amount in Rupees 1676400.00
• (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
• 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 ,which must be at least equal to 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
2020 - 2021
2021 - 2022
2022 - 2023
2023 - 2024
2024 - 2025
• 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)
• 4.5A( c) (c) Executed in any one year, the minimum quantities /amount of the following items of work (units shall be same as in Requirement column).
Items Qty Unit
E/W 1663.81 cum
BRICK WORK 468.03 cum
PCC / RCC 1012.41 cum
STONE AND TILES FLOORING 1981.76 sqm
PLUMBING/PHE WORKS Rs. 2104055.00
FIRE FIGHTING Rs. 831219.00
Electric Work Rs. 6045091.00
• (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)
• 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
Steel Shuttering (in Sft) 3000 5
Water Tanker 1 5
Needle Vibrator 4 5
• Name of the Personnel and Experince in years and Personnel / Qualification 4.5(B) (b)
Personnel / Qualification
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 Nos.
Site Supervisor Fresh Graduate in Civil or Diploma Civil + 02 Years Exp. or retired I.T.I Holder. 2 Nos
• 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)
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)
• 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
24 documents required · 24 mandatory
₹10,000
Processing Fee: 5900
₹16.8 L
OFFICE OF C.E NORTH BCD PATNA ON 28-04-2026 03:00 pm
1 Sept 2026
7 May 2026
10 Jun 2026
7 May 2026
9 Jun 2026
7 May 2026
21 May 2026
BILL OF QUANTITY
BUILDING DIVISION BEGUSARAI
Name of Work :- Construction work of D-Type (G+5) multi-storey Quarter 20-units for Officers of Collectorate, Begusarai.
Estimated Cost :- ₹ 83,817,473.00 BOQ issued to:-
Earnest Money :- ₹ 1,676,400.00 Address :-
Cost of B.O.Q :- ₹ 10,000.00 Reg. No :-
Time of Completion :- 12 Months Signature of issuing of
S.N. S.O.R CODE NO. ITEMS OF WORK QUANTITY UNIT RATE AMOUNT 1 2 3 4 5 6
1 2 3 4 5 6 7 Civil Work P.H.E Fire Fighting Campus Dev. & A/Road R.W.H Work BW
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. 1926.318 Cubic Meters 360.70 694,823.00 1651.88 81.90 195.492
2 2.27.1 Extra for every additional lift of 1.5 m or part thereof in all kind of soil etc. all complete jobs. 431.720 Cubic Meters 49.40 21,327.00 408.32 23.400
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 891.150 Cubic Meters 123.90 110,413.00 891.15
4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 1401.314 Cubic Meters 287.30 402,598.00 911.64 5.85 465.78 18.419
5 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. 2556.815 Square Meters 283.30 724,346.00 2144.55 39.00 252.930 122.854
6 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, 63.230 Square Meters 444.80 28,125.00 63.230
7 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.
i 4.1.2 1:1.5:3 (1 Cement :1.5 coarse and:3 graded stone aggregate 20 mm nominal size) 123.670 Cubic Meters 4420.80 546,720.00 123.67
ii 4.1.4 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) 18.340 Cubic Meters 3879.40 71,148.00 14.640
8 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.
i 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 212.283 Square Meters 211.60 44,919.00 107.34 107.140
ii 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for. Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 16.940 Square Meters 375.10 6,354.00 16.94
iii 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 3122.400 Square Meters 437.50 1,366,050.00 3083.40 39.000
iv 5.9.4 Shelves (Cost in situ) 269.120 Square Meters 437.50 117,740.00 269.12
v 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 5140.946 Square Meters 404.70 2,080,541.00 5042.92 3.900 96.097
vi 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 2760.809 Square Meters 494.40 1,364,944.00 2395.47 50.400 321.533
vii 5.9.7 Stairs,(excluding landings) except spiral-staircaces. 181.650 Square Meters 439.90 79,908.00 181.65
viii 5.9.9 Centring and shuttering including strutting,propping etc. and removal of form for. Arches,domes,vaults upto 6m span 106.700 Square Meters 1128.60 120,422.00 106.70
ix 5.9.16.1 Edges of slabs and breaks in floors and walis- Under 20 cms wide 1206.120 Mtr. 130.20 157,037.00 1206.12
x 5.9.19 Weather shade,Chajjas, corbels etc. including edges 144.000 Square Meters 550.90 79,330.00 144.00
9 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
i 5.22.7A Thermo-Mechanically Treated bars TMTC-500- 8 mm dia. 34727.610 KG 94.50 3,281,759.00 30628.00 486.00 3709.706
ii 5.22.7B Thermo-Mechanically Treated bars TMTC-500- 10 mm dia. 16684.000 KG 92.60 1,544,938.00 15314.00 648.00 741.200
iii 5.22.7C Thermo-Mechanically Treated bars TMTC-500- 12 mm dia. 32889.000 KG 90.80 2,986,321.00 30628.00 456.000 1853.000
iv 5.22.7D Thermo-Mechanically Treated bars TMTC-500- 16 mm dia. 31711.000 KG 91.70 2,907,899.00 30628.00 1111.800
v 5.22.7E Thermo-Mechanically Treated bars TMTC-500- 20 mm dia. 22971.000 KG 91.70 2,106,441.00 22971.00
vi 5.22.7F Thermo-Mechanically Treated bars TMTC-500- 25 mm dia. 22971.000 KG 91.70 2,106,441.00 22971.00
10 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works up to plinth level oncrete of M-25 grade with minimum cement content of 330 kg/cum 590.963 Cubic Meters 5063.40 2,992,282.00 534.81 13.500 43.546
11 5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work above Plinth level upto floor V Level. Concrete of M-25 grade with minimum cement content of 330 kg/cum 1079.554 Cubic Meters 5863.20 6,329,641.00 1056.14 23.904
12 5.23 Extra for RCC work in superstructure above floor V level for each four floors or part thereof. 141.320 Cubic Meters 638.20 90,190.00 141.32
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 ) 261.755 Cubic Meters 5116.30 1,339,217.00 213.48 22.030 26.794
14 6.1.14.C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in etc. Cement mortar 1:6 (1 cement: 6 coarse sand 674.310 Cubic Meters 4923.00 3,319,628.00 674.31
15 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum 797.279 Cubic Meters 842.20 671,468.00 770.60 26.794
16 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 20 to 25 mm thick 199.420 Square Meters 1252.70 249,813.00 199.42
17 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 284.220 Square Meters 1334.90 379,405.00 284.22
18 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. Granite of any colour and shade Area of slab over 0.50 sqm 173.880 Square Meters 4401.20 765,281.00 173.88
19 8.3.2 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work 70.000 Mtr. 260.10 18,207.00 70.00
20 8.5 Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete. 20.000 Each 428.20 8,564.00 20.00
21 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including stainless steel butt hinges with necessary screws 47.860 Square Meters 2845.60 136,190.00 47.86
22 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) 47.860 Square Meters 401.40 19,211.00 47.86
23 9.48.2 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 openings/ wooden frames with rawl plugs screws etc 921.600 Kilograms 161.10 148,470.00 2255.760
24 9.96.1 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 300x16 mm 103.000 Each 235.50 24,257.00 103.00
25 9.96.2 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: 250x16 mm 81.000 Each 210.10 17,018.00 81.00
26 9.97.1 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: 300x10 mm 206.000 Each 111.40 22,948.00 206.00
27 9.97.4 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: 150x10 mm 162.000 Each 71.60 11,599.00 162.00
28 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 or shade, with necessary screws etc. complete: 125 mm 368.000 Each 57.10 21,013.00 368.00
29 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 184.000 Each 60.80 11,187.00 184.00
30 9.141 Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws,the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge. 90.568 Mtr. 433.40 39,252.00 90.57
31 9.142.2 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel,all complete as per manufacturer’s specification and direction of Engineer-in-charge. Decorative finish (wood grained finish) 66.370 Square Meters 3856.70 255,969.00 66.37
32 9.147D.2 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 328.710 Square Meters 9471.00 3,113,212.00 328.71
33 21.3.2 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 5.50 mm thickness(weight not less than 12.50 kg/sqm) For fixed portion 328.710 Square Meters 1115.10 366,545.00 328.71
34 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 5.040 Square Meters 3653.00 18,411.00 5.04
35 10.15.2.1 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb 739.450 Metre 432.60 319,886.00 739.45
36 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. 250.000 Each 165.40 41,350.00 250.00
37 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.). 3489.160 Kilograms 546.80 1,907,873.00 3489.16
38 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 5916.780 Kilograms 144.50 854,975.00 5916.78
39 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. 794.520 Square Meters 795.00 631,643.00 794.52
40 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. 132.300 Square Meters 862.40 114,096.00 132.30
41 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 2014.980 Square Meters 1638.80 3,302,149.00 2014.98
42 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. 364.200 Square Meters 1191.80 434,054.00 364.20
43 11.23.1 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with: Makrana white second quality. 0.000 Square Meters 2934.30 0.00
44 11.4 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 1262.880 Square Meters 472.00 596,079.00 1262.88
45 11.6.1 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement. 18 mm thick 25.200 Square Meters 304.15 7,665.00 25.20
46 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 7738.364 Square Meters 141.50 1,094,979.00 7461.25 282.916
47 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 ) 3117.020 Square Meters 176.40 549,842.00 3094.22 22.800
48 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix. 1:6 (1 cement: 6 coarse sand) 277.114 Square Meters 162.80 45,114.00 282.916
49 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 3553.220 Square Meters 125.60 446,284.00 3553.22
50 13.26 Neat cement punning 119.740 Square Meters 40.50 4,849.00 119.74
51 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 1627.340 Square Meters 44.40 72,254.00 1627.34
52 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) 3747.698 Square Meters 137.00 513,435.00 3193.47 565.832
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 10855.350 Square Meters 102.30 1,110,502.00 10855.35
54 13.80.A.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 10855.350 Square Meters 105.40 1,144,154.00 10855.35
55 13.81.3 + 13.82.1 Applying priming coat: With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 46.080 Square Meters 118.10 5,442.00 170.772
56 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work 696.680 Square Meters 84.50 58,869.00 631.34 66.708
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. 1126.120 Mtr. 47.10 53,040.00 1126.12
58 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). 261.000 Square Meters 480.60 125,437.00 261.00
59 22.8.1 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test, All above operations to be done in order and as directed and specifed by the Engineer-in-Charge. With average thickness of 120 mm and minimum thickness at khurras point to be 65 .. 611.010 Square Meters 850.70 519,786.00 611.01
60 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete 20.000 Each 189.40 3,788.00 20.00
61 2.35.1 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindone emulsifiable concentrate of 20% 176.520 Litre 200.90 35,463.00 176.52
62 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 99.560 Mtr. 39.90 3,972.00 99.56
63 2.37.2.1 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termites' treatrnent(including the cost of chemical emulsion) 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 99.560 Mtr. 49.10 4,888.00 99.56
64 2.37.3.1 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termites' treatrnent(including the cost of chemical emulsion) 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 606.470 Square Meters 241.20 146,281.00 606.47
65 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, 103.560 Metre 1087.90 112,663.00
66 11.76 (Derived) from BCD SOR 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. 32.400 Cubic Meters 3467.00 112,331.00 32.40
67 14.28.2 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete 25 mm diameter. 310.340 Mtr. 351.70 109,147.00 310.34
68 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 21.000 Each 4470.90 93,889.00 21.000
69 17.81 Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including ntegrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. 20.000 Each 14663.50 293,270.00 20.000
70 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 60.000 Each 2764.40 165,864.00 60.000
71 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 : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm 21.000 Each 5231.50 109,862.00 21.000
72 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 101.000 Each 104.40 10,544.00 101.000
73 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 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 81.000 Each 325.10 26,333.00 81.000
74 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 60.000 Each 1068.50 64,110.00 60.000
75 17.34.1 Providing and fixing toilet paper holder : C.P. brass 20.000 Each 550.70 11,014.00 20.00
76 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 60.000 Each 424.00 25,440.00 60.000
77 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. 60.000 Each 204.70 12,282.00 60.000
78 12.78.1 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 75 mm diameter 200.000 Mtr. 162.70 32,540.00 200.000
79 12.78.2 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter 1960.000 Mtr. 257.50 504,700.00 1800.000 160.000
80 12.79.1.1 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. Coupler 75 mm 50.000 Each 79.80 3,990.00 50.000
81 12.79.1.2 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. Coupler 110mm 250.000 Each 120.00 30,000.00 250.000
82 12.79.2.2 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. Single pushfit coupler 110 mm 16.000 Each 374.60 5,994.00 16.000
83 12.79.3.1 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. Single tee with door 75x75x75 mm 50.000 Each 141.60 7,080.00 50.00
84 12.79.3.2 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. Single tee with door 110x110x110mm 258.000 Each 193.40 49,897.00 250.000 8.000
85 12.79.5.1 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. Band 87.50 75 mm bend 50.000 Each 91.80 4,590.00 50.00
86 12.79.5.2 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. Band 87.50 110 mm bend 266.000 Each 132.00 35,112.00 250.000 16.000
87 12.79.6.2 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. Shoe plain 110 mm shoe 8.000 Each 115.95 928.00 8.000
88 12.80.1 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 75 mm 100.000 Each 184.10 18,410.00 100.000
89 12.80.2 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 110 mm 940.000 Each 182.72 171,757.00 900.000 40.000
90 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 8.000 Each 47.90 383.00 8.000
91 18.8.1 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. 15 mm nominal outer dia Pipes 1500.000 Mtr. 278.20 417,300.00 1500.000
92 18.8.2 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. 20 mm nominal outer dia Pipes 1000.000 Mtr. 350.80 350,800.00 1000.000
93 18.12.4 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 32 mm dia nominal bore 300.000 Mtr. 381.70 114,510.00 300.000
94 18.12.5 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore 400.000 Mtr. 476.80 190,720.00 400.000
95 18.16.1 Providing and fixing brass stop cock of approved quality : 15 mm nominal bore 60.000 Each 303.80 18,228.00 60.000
96 18.16.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore 60.000 Each 328.00 19,680.00 60.000
97 18.13.1 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 : 25 to 40 mm nominal bore 50.000 Each 446.70 22,335.00 50.000
98 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
iii 18.17.3 40 mm nominal bore 10.000 Each 707.30 7,073.00 10.000
99 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :
a 18.19.2 32 mm nominal bore
100 18.37.1 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A 2.000 Each 6849.90 13,700.00 2.000
101 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 8000.000 Liter 9.70 77,600.00 8000.000
102 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating 105.000 Each 169.70 17,819.00 105.000
103 18.62.4 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 40 mm nominal bore, 206mm long, weighing not less than 690 gms 2.000 Each 653.40 1,307.00 2.000
104 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 100.000 Each 434.20 43,420.00 100.000
105 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 32.000 Each 715.10 22,883.00 32.000
106 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 150.000 Each 500.40 75,060.00 150.000
107 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. 60.000 Each 96.80 5,808.00 60.000
108 18.74.2 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length 100.000 Each 108.00 10,800.00 100.000
109 2.13.1.2 Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m: Ordinary rock : Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 100.000 Mtr. 863.70 86,370.00 100.000
110 19.6 Providing, laying Non pressure NP2 class (light duty) RCC Pipes with collars jointed with stiff mixture of cement mortar in the propoertion of 1:2 (1 cement : 2 fine sand) including testing and jointing etc complete.
111 19.7.1.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 10.000 Each 7914.70 79,147.00 10.000
112 19.7.1.2 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With Sewer bricks conforming to IS : 4885 10.000 Each 7948.10 79,481.00 10.000
113 19.8.1.1 Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 4.000 Mtr. 5660.00 22,640.00 4.000
114 19.8.1.2 Extra for depth for manholes : Size 90x80 cm With Sewer bricks conforming to IS : 4885 4.000 Mtr. 6892.40 27,570.00 4.000
115 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 from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia 90.000 Mtr. 486.80 43,812.00 90.000
116 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. All types of soil 300 mm dia 60.000 Mtr. 567.90 34,074.00 30.000 30.000
117 24.3.1 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. 100 mm nominal size dia 90.000 Mtr. 546.10 49,149.00 90.000
118 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. 150 mm nominal size dia 60.000 Mtr. 660.10 39,606.00 30.000 30.000
119 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 30.000 Mtr. 573.10 17,193.00 30.000
120 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 16.000 Cubic Meters 1188.90 19,022.00 16.000
121 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. 10.000 Cubic Meters 1195.60 11,956.00 10.000
122 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 8.000 Cubic Meters 1195.60 9,565.00 8.000
123 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 14.000 Cubic Meters 1343.20 18,805.00 6.000 8.000
124 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. 4.000 Cubic Meters 1213.20 4,853.00 2.000 2.000
125 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 24.000 Hours 916.80 22,003.00 24.000
126 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia 3.000 Each 210.70 632.00 1.000 2.000
127 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp 3.000 Each 1531.40 4,594.00 1.000 2.000
128 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia 3.000 Each 281.80 845.00 1.000 2.000
129 Approved by SD Darbhanga S/F/F 2 H.P. Crompton or any other approved make Motor and ISI make automatic starter mounted on a common wooden board etc. All complete job. 1.000 Each 24800.00 24,800.00 1.000
130 2.18.2 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): 81.900 Each 116.50 9,541.00 81.900
131 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) 9.806 Cubic Meters 3998.10 39,205.00 2.930 7.078
132 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. 126.400 Square Meters 229.30 28,984.00 126.400
133 19.19.4.1 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia 4.000 Square Meters 1393.20 5,573.00 4.000
134 19.15.2 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar 12.000 Each 296.30 3,556.00 12.000
135 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
i 19.32.1 with common burnt clay F.P.S ( non modular) brick of class designation 7.5 2.000 Each 33603.40 67,207.00 2.000
136 1 (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical conforming to IS:1520
(b) Suitable HP squirell cage induction motor TEFC, synchronous speed 1500RPM,suitable for operation on 415 volts, 3-Phase, 50Hz, Ac supply with IP55 class of 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.
(d) Suitable cement concrete foundation duly plastered and with anti vibration pad.
Note: * The head of the pump is selected in a manner so as to give a minimum 3.5kgf/cm2 pressure at the highest/farthest point.
137 5 Fabricating, Supplying, Erection, Testing and commissioning of Electrical control panel cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet,compartmentalised with hinged lockable doors, dust and vermin proof, coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and outgoings, suitable for operation on 415V, 3 Phase, 50Hz Ac supply with enclosure protection class IP42 as required:
250A, 50KA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0-500V with selector switch Digital Ammeter (0-250A) with selector switch & CTs etc.
LED type RYB phase indicating lamps, ON, OFF, trip indicating lamp set of copper Bus Bar 300A.
(Note: All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps).
125A, 50KA TPN MCCB, Ics=100% Icu, with fully automatic star/delta starter suitable for 60HP pump with overload protection, current sensing type single phase preventer complete with all accessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.
63A, 50KA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic star/delta starter with overload protection, current sensing type single phase preventer complete with all accessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. 1.000 Set 248187.00 248,187.00 1.00
PIPE & ACCESSORIES
138 7 Providing, laying , testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS:1239 including welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gasket etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required:
139 9 Supply and fixing single headed internal hydrant valve with instanteneous Gunmetal/Stainless steel coupling of 63mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type-A) with blank Gunmetal/Stainless steel cap and chain as required.
Single headed Gunmetal 9.000 Set 7245.00 65,205.00 9.00
140 11 Supply,fixing,testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS:13095 of following size as required.
141 14 Providing, installation, testing and commissioning of non-return valve of following sizes conforming to IS:5312 complete with rubber gasket, GI bolts, nuts, washers etc. as required.
142 15 Providing , installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6mm thick stainless steel, Grade 304, sheet with 3mm dia holes with stainless steel flange.
143 16 Supplying and fixing 63mm dia, 15m long RRL hose pipe with 63mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 ( Type-A) as required:
144 17 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20mm nominal dia water hose thermoplastic ( Textile reinforced) type-2 as per IS:12585 20mm nomonal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipments on wall. " Connections from riser with 25mm dia stop gunmetal valve & M.S Pipe and socket.
145 18 Supplying and fixing 63mm dia gun metal short branch pipe with 20mm nominal diameter size nozzle confirming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required.
146 19 Supplying and fixing for Fire Brigade Connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as required for suitable dia MS pipe connection conforming to IS 904 as required.
147 20 Supplying and fixing air vessel made of 250mm dia. 8mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required. 1.000 Set 17707.00 17,707.00 1.00
148 21 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68℃ with required accessories:
Pendent Sprinkler 60.000 Each 408.00 24,480.00 60.00
149 22 Providing and fixing of Pressure switch in M.S pipe line including connection etc. as required. 1.000 Each 1442.00 1,442.00 1.00
150 NS M.S. hose cabinet with door fabricated from 16 g M.S. sheet with full glass door and locking arrangement, suitable to accommodate 1 Hydrant landing valve, 1 fire hose reel, 2 nos.15m long 63mmdia hose,1-branch pipe, The door shall be painted with one coat of primer and finished stove enamelled "Fire Red", "Fire Hose" written on front including suitably mounted on a raised masonry platform as required (Approx. size 1.2m x 2.1m). For internal hydrants. 7.000 Each 10500.00 73,500.00 7.00
FIRE DETECTION AND ALARM SYSTEM (CONVENTIONAL)
151 17.1.9 Supplying, installation, testing and commissioning sector panel suitable for following zones, complete with visual indications for short 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 required.
152 17.1.3 Supplying, installatio, testing and commisioning of manual call boxes of MS construction in surface/recess with stainless steel chain hammer assembly complete with glass and push button etc. as required. 8.000 Each 474.00 3,792.00 8.00
153 17.1.7 Supplying, installatio, testing and commisioning of fire alarm sounder with facility to make announcement, mounted in ABS box with hinged cover plate and suitable for operation with amplifier i/c line matching transformer etc. complete as required. 8.000 Each 491.00 3,928.00 8.00
CABLING AND WIRING
154 17.5.1 Supplying and laying of 2x1.5 sq.mm 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 and LSZH outer sheath complete as required. 140.000 Mtr. 359.00 50,260.00 140.00
155 7.1 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
156 NS ISI marked (IS:2878) Portable fire Extinguisher, Carbon-dioxide type flat base including valve, discharge hose of not less than 10 mm dia. 1m long & complete in all respects including initial fill with C02 gas confirming to IS:307-1966 filled to a filling ratio of not more than 0.667of not more than 0.667and wall suspension bracket.
157 NS 'ABC' stored pressure type Dry Chemical Powder (Mono-Ammonium Phosphate ) 6 kg fire extinguisher with fixing hangers, hose, brackets, screws to required size etc., complete as per IS:14609.
Capacity 6 Kg 12.000 Each 3200.00 38,400.00 12
158 0L01 Providing labour for clearing leveling, dressing etc work for the working site etc. all complete job as per the direction of E/I. 10.000 Each 355.42 3,554.00 10.000
159 CARRIAGE OF MATERIALS
(i) Local sand (1 km kutcha + 2 km pucca) 1862.466 Cubic Meters 310.43 578,165.00 945.05 6.44 891.12 20.272
(ii) Coarse Sand (Lead-150 Km) from koilwar 1375.754 Cubic Meters 1436.29 1,975,982.00 1305.87 15.69 6.510 48.549
(iii) Stone Chips (Lead - 40 Km) from Hathuwa Rack 1616.829 Cubic Meters 1647.13 2,663,128.00 1527.22 14.08 13.030 63.632
160 EXTRA COST OF MATERIALS
Total SOR+DSR = ₹ 67,453,875.00
CORRECTION FACTOR @.982 ON SOR& DSR (ON S.NO.161) = ₹ 66,239,705.00
166 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.
Button Holder 330
Street light 90 W 10
Down lighter 68
Ceiling Fan point 141
Ex. Fan point 61
Call Bell point 20
167 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. 3060 per mtr 309.00 945,540.00
168 1.7 Wiring for circuit/submain wiring along with earth wire with the following size of FRLS PVC insulated copper conducter SC cable in surface / recessed medium class PVC conduit as required.
1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm (For Computer + 2 nos. 5/6A switch & Socket) 1215 per mtr 246.00 298,890.00
1.7.3 2 X 4 sq mm + 1 X 4 sq mm (for ac .pt.) 1200 per mtr 309.00 370,800.00
1.7.6 2 X 16 sq. mm + 1 X 6 sq. mm earth wire (for power db) 580 per mtr 775.00 449,500.00
1.7.14 4 X 25 sq. mm + 1 X 6 sq mm (for vtpn to pannel) 300 per mtr 2235.00 670,500.00
169 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed PVC conduit as required
1.15.1 1x1.5 sq.mm (for inverter) 1600 p.mtr 38.00 60,800.00
170 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/switch box including connections but excluding modular plate etc. As required. 141 each 358.00 50,478.00
171 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, connections etc. As reqd. 166 each 414.00 68,724.00
172 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on 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 reqd. 204 each 531.00 108,324.00
173 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. 80 each 683.00 54,640.00
174 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 60 each 632.00 37,920.00
175 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 21 each 1064.00 22,344.00
176 1.33 Supplying and fixing 2 pin, 5/6 amps ceiling rose on the existing junction box / wooden block including connection etc as required. 457 each 64.00 29,248.00
177 1.34 Supplying and fixing batten/angle holder including connection etc as required. 330 each 80.00 26,400.00
178 1.38 S/F electronic musical call bell suitable for single phase 230 volts complete bell as required. 20 each 351.00 7,020.00
179 2.8 S/F following way single pole & neutral, sheet-steel, MCB DB - 240 V on surface / recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar,interconnections, powder painted including earthing etc as required.(But without MCB/RCCB/Isolator)
2.8.7 12 way, Double door 1 each 2314.00 2,314.00
2.8.8 14 way, Double door 40 each 3201.00 128,040.00
180 2.13 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.
2.13.3 40 A to 63 A, double pole 41 each 1198.00 49,118.00
181 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
2.12.1 6 A to 32 A, Single pole 490 each 237.00 116,130.00
182 2.1 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required.
2.1.3 63 Amp, double pole (for every Qtr) 20 each 4463.00 89,260.00
183 2.5 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required.
2.5.1 63 A (for every Qtr) 20 each 3881.00 77,620.00
184 3.6 Earthing with copper earth plate 600 mm x 600mm x3mm G.I thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 mtr long etc. with charcoal /coke and salt as required. 3 per set 13721.00 41,163.00
185 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 60 meter 144.00 8,640.00
186 5.1 Supplying and fixing 4'X18 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 required. 225 each 521.00 117,225.00
187 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.
188 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 per set 1038.00 10,380.00
189 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 required.
190 6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd.
6.1.5 12 watt LED lamp 330 each 239.00 78,870.00
191 D.S.R. 9.2.3 SITC of 1200mm sweep, BEE 5 Star rated Ceiling Fan with BLDC motor suitable for 230V, 50 Hz ,single phase AC supply ,earthing etc complete as required. 141 each 2695.00 379,995.00
192 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.
193 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, I/C 160A, MCCB 5 each 12107.00 60,535.00
194 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.
195 2.4 P/F following capacity rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required.
2.4.1 100 A, 30 KA, FPMCCB( for Lift + One spare) 2 each 8172.00 16,344.00
196 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.
197 2.13 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.
198 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. (18 sq.ft extra for metering. unit for every qtr.) 25 Sq.ft 1809.00 45,225.00
199 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 p.mtr 6536.00 6,536.00
200 A/R Supplying of copper strip of all sizes for bus bar strip/interconnection including drilling holes etc as reqd. 18 kg 871.00 15,678.00
201 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.
202 7.7 Supply of following sizes and core PVC/XLPE insulated, PVCsheathed (heavy duty) armoured electrical power cablewith aluminium conductor for working voltage upto 1.1 KV as required.
203 7.1 Laying of one number additional pvc insulated and pvc sheathed /XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioingi, protective covering and refilling the trench etc. as reqd.
7.1.3 Above 95 sq.mm and upto 185 sq.mm 160 p/mtr 336.00 53,760.00
Lighting Arrester
204 4.2 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. 8 Each 416.00 3,328.00
205 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. 16 Each 81.00 1,296.00
206 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) 160 Metre 102.00 16,320.00
207 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) 120 Metre 145.00 17,400.00
208 4.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required. 8 Each 102.00 816.00
209 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. 8 Set 6323.00 50,584.00
210 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) 80 Metre 133.00 10,640.00
Installation of Lift
211 NS Supply, installation, testing, commissioning, and final testing of automatic lift complete in the shaft well and pit already constructed as per CPWD specification including automatic rescue device (ARD), All standard equipments, accessories and control equipments as per manufacturer's design and as per CPWD specification (Part III LIFTS) on turnkey basis, Conforming to NBC/statutory norms and fulfilling following requirements.(Make- Otis, Kone, Schindler, Mitshubishi, Johnson/Thyssen Krupp)
(i) Type: Passenger lift.
(ii) Load: As specified
(iii) Speed: 1.00 metre/sec.
(iv) Control: ACV3F, 32bit microprocessor integrated serial communication control system with RMS (remote monitoring system)/BMS (building monitoring system) supporting software.
(v) Motor/machine: Permanent magnetic synchronous gearless motor.
(vi) Operation: Simplex collective selective with/without lift attendant.
(vii) Total rise: About 3 mtrs. (approx) between two stops.
(viii) Landings: All floors on same side.
(ix) Floors served: As Specified
(x) Signals: Digital car position indicator, car travel direction indicator inside car & at all landings, voice annunciator with suitable music shall be provided in the lift car.
(xi) Shaft size: As per manufacturer's design and as per CPWD specification (Part III LIFTS), Shaft to be constructed separately.
(xii) Guide rail: As per manufacturer's specification.
(xiii) Lift & car size: As per manufacturer's design and as per CPWD specification (Part III LIFTS).
(xiv) Car entrance: As per manufacturer's design and as per CPWD specification (Part III LIFTS).
(xv) Landing entrance: As per manufacturer's design and as per CPWD specification (Part III LIFTS).
(xvi) Car door: S.S. (stainless steel) hairline finish centre/telescopic opening door with vision panel.
(xvii) Landing door: S.S. (stainless steel) hairline finish centre/telescopic opening door with vision panel.
(xviii) Door operation: Automatic electric power operated door, full height infrared curtain with multiple criss/cross light beams.
(xix) Car interior: S.S. (stainless steel) panel with hair line finish on all sides.
(xx) Car floor: Anti skid PVC flooring on heavy duty M S (mild steel) platform.
(xxi) Car ceiling & lighting: S. S. (stainless steel) finish with aesthetic appearance with LED ceiling lights
(xxii) Carventilation: Pressure fan/blower fan (car fan with automatic sleep timer shall be provided).
(xxiii) Emergency lighting in car: Battery operated emergency lighting in the lift car.
(xxiv) Intercom system: Battery operated intercom system in lift car, machine room and ground floor/control room.
(xxv) Emergencyalarm: Battery operated alarm bell system in lift car & control room / ground floor.
(xxvi) Position of machine room: MRL
(xxvii) Electric power supply: AC 415 V, 3 phases 50 Hz & AC 230 V 1phase 50Hz terminated in machine room.
(xxviii) Fire man switch : Fire man switch at machine room/terminal landing
(xxix) All car panel buttons and all floor switches must be with Braille language as per lift act.
(xxx) Audio visual indication in the lift car showing overloading shall be provided such that doors keep open till excess load is removed.
(xxxi) Spring buffer/hydraulic buffer shall be provided
(xxxii) Mechanical over speed governor, door key holes in the floor doors shall be provided.
(xxxiii Lift machine hoisting arrangement in the lift machine room and monkey ladder for lift pit should be provided by the lift agency, along with the other steel structure works, foundations for the machines etc.
(xxxiv) In the hoist way fascia plate shall be provided.
(xxxv) Permanent wiring in lift machine room and lift well with proper no. of light points, with fixtures, exhaust fan, plug points and 3 phase 440V power supply shall be made in lift shaft by the department, machine room or at desired level.
(xxxvi) Car top safety barricade shall be provided.
(xxxvii) ARD (automatic rescue device): Solid state inbuilt automatic rescue device (ARD) automatically rescues passengers trapped in the lift car in between floors in the event of power failure. Automatic operation and immediate action in the event of mains failure, capable of moving the lift to the nearest landing, opens the automatic door of the lift car and floor. Sealed maintenance free battery backup with automatic charging unit and auto changeover device on mains failure.(With 3 year free maintanance in DLP period)
13 Passenger(844 Kg), (G+5) Floor 1 No. 1823860.00 1,823,860.00
212 2.1 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required.
213 2.5 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required.
214 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.
215 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 p set 13721.00 27,442.00
216 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 60 p.mtr 144.00 8,640.00
Required Electrical Installation
217 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.
218 5.10 Supplying and fixing 10/12 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,IP 65 protection and complete with integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. 6 p.mtr 1275.00 7,650.00
219 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.
7.7.8 35 sq. mm, 3.5 core main point to lift m/s 60 p/mtr. 415.00 24,900.00
220 7.4 Fixing for laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.
7.4.1 Upto 35 sq. mm (Clamped with 1 mm thick saddle) 50 mtr 43.00 2,150.00
221 3.21 Providing chemical/ mineral maintenance free aerthing system comprising of copper earth electrode 3 metre length and 17.2 mm outer dia along with 25 Kg earth electrode conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth inspection pit etc. as required. 2 p/set 16675.00 33,350.00
222 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 60 mtr 144.00 8,640.00
223 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 30 mtr 201.00 6,030.00
1.7.12 4 X 10 sq. mm + 1 X 6 sq. mm earth wire 10 per mtr 925.00 9,250.00
224 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.
2.12.1 6 A to 32 A, Single pole 6 Each 237.00 1,422.00
SOLAR PHOTO VOLTAIC POWER GENERATION SYSTEM
225 DSR Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- a) 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 16.5%. 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. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of 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. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. 30 KWP 54280.00 1,628,400.00
226 8.21 Supply and erection of 4 metre height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 130 mm, made of 3 mm thick sheet along with base plate of size 220 X 220 X 12 mm , small door opening for junction box mounting including 6A 'C' series SP MCB, connector, and suitable size foundation bolts with template as required.(but without pole foundation)
227 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 required.
228 8.1 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required.
8.1.1 Above 4.5 metre and upto 6.5 metre 3 Cum 3771.00 11,313.00
229 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. 2 p set 6884.00 13,768.00
230 3.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as required. 40 p.mtr 53.00 2,120.00
231 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.
232 7.3 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 and refilling the trench etc as required but excluding sand cushioning and protective covering.
233 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required.
234 D.S.R. 29.1.16 Supply, installation, testing and commissioning of Silent Type diesel generating set comprising with diesel engine water cooled, synchronous alternator, AMF Control Panel single/three phase, acoustic enclosure, battery with charger and related accessories, including PCC 1:2:4 platform, incoming cable 10 meter, earthing Cu/GI Plate 2 No /2 No., exhaust pipe B class with insulation as per CPWD specifications and CPCB-IV Norms
75 KVA, 3 Phase 415V Water Cooled with AMF Control Panel Make - Kirlosker/Ashok Layland/ Captiva/Catepiller 1 Each 741418.00 741,418.00
235 9.10 Providingang and laying in position reinforced cement concrete 1 : 2 : 4 (1 : cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size ) in foundation of pump, DG set etc including form work etc. as required. (excluding reinforcement) for Genset , Plinth) 4.2 m X 2.2 m X 2.5m = 23.1 cum) 23.1 Cum 8,721.00 201,455.00
Total Amount (Civil + Electric work) 83,817,473.00
Executive Engineer,
Building Division, Begusarai.
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