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Construction Of Balance Work Auditorium Training Hall , Inquiry And Reception Hall For Hostel Blocks 2 Nos . , Ramp And Toilet Block In Diet Building Campus At Faridpur , Distt-Bareilly . Construction Of Balance Work Auditorium Training Hall , Inqui, BAREILLY-Uttar Pradesh

Uttar Pradesh Projects Corporation Limited has published Construction Of Balance Work Auditorium Training Hall , Inquiry And Reception Hall For Hostel Blocks 2 Nos . , Ramp And Toilet Block In Diet Building Campus At Faridpur , Distt-Bareilly . Construction Of Balance Work Auditorium Training Hall , Inqui. Submission Date for this Tender is 26-11-2020. Auditorium Construction Tenders in BAREILLY Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

26049129
Construction Of Balance Work Auditorium Training Hall , Inquiry And Reception Hall For Hostel Blocks 2 Nos . , Ramp And Toilet Block In Diet Building Campus At Faridpur , Distt-Bareilly . Construction Of Balance Work Auditorium Training Hall , Inqui
Open Tender
Indian
Uttar Pradesh
BAREILLY
26-11-2020

Tender Details

Construction Of Balance Work Auditorium Training Hall , Inquiry And Reception Hall For Hostel Blocks 2 Nos . , Ramp And Toilet Block In Diet Building Campus At Faridpur , Distt-Bareilly . Construction Of Balance Work Auditorium Training Hall , Inquiry And Reception Hall For Hostel Blocks 2 Nos . , Ramp And Toilet Block In Diet Building Campus At Faridpur , Distt Bareilly .

Key Value

Document Fees
INR 5900 /-
EMD
INR 55000.0 /-
Tender Value
INR 27.45 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF BALANCE WORK AUDITORIUM TRAINING HALL, INQUIRY & RECEPTION HALL FOR HOSTEL BLOCKS 2 NOS., RAMP & TOILET BLOCK IN DIET BUILDING CAMPUS AT FARIDPUR, DISTT-BAREILLY.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in exacavation in foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches or into the space between building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 mt. from the foundation trenches. BI01010001010000000000000515BI0100001113 106.81 CUM
2 2 In all kind of soil upto 1.50 m. depth BI01010001010000000000000515BI0100001113 19.03 CUM
3 3 In all kind of soil upto 1.5m to 3.0m. depth BI01010001010000000000000515BI0100001113 19.03 Cum
4 4 In all kind of soil upto 3.0m to 4.5m. depth BI01010001010000000000000515BI0100001113 15.79 Cum
5 5 Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge. BI01010001010000000000000515BI0100001113 5.25 CUM
6 6 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. BI01010001010000000000000515BI0100001113 40.35 CUM
7 7 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. BI01010001010000000000000515BI0100001113 2.1 CUM
8 8 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) BI01010001010000000000000515BI0100001113 31.99 SQM
9 9 Laying cc road slab 10 cm consisting cement concrete 1:2:4 & coping BI01010001010000000000000515BI0100001113 29.4 CUM
10 10 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-200. BI01010001010000000000000515BI0100001113 1.1 CUM
11 11 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. BI01010001010000000000000515BI0100001113 11.16 CUM
12 12 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Lighter Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. BI01010001010000000000000515BI0100001113 8.15 CUM
13 13 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Raft Foundation excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. BI01010001010000000000000515BI0100001113 8.82 CUM
14 14 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. BI01010001010000000000000515BI0100001113 5.28 CUM
15 15 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. BI01010001010000000000000515BI0100001113 22.6 CUM
16 16 Providing & laying damp proof coarse 40 mm thick with cement concrete 1:2:4 with 12.5 mm thick nomonal size stone gritt BI01010001010000000000000515BI0100001113 12.05 Sqm
17 17 Applying a coat of bituman painting residual petrolium bituminof the grade of VG-10 of approved quality using 1.7kg/sqm on DPC BI01010001010000000000000515BI0100001113 12.05 Sqm
18 18 First class brick M-150 work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms.(G.F) BI01010001010000000000000515BI0100001113 42.85 CUM
19 19 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. BI01010001010000000000000515BI0100001113 63.52 QTL
20 20 15 MM Thick plaster with cement mortar in proportion of 1:4 with cement & c-sand BI01010001010000000000000515BI0100001113 66.91 Sqm
21 21 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 CORASE sand BI01010001010000000000000515BI0100001113 501.63 SQM
22 22 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 CORASE sand BI01010001010000000000000515BI0100001113 575.41 SQM
23 23 Engraving lines ( Making Grooves ) in the plaster of outer face wall verticallyand horizantally to display the surface as stone facing as directed by the engineer in charge including labour & all T& P etc. required for proper completion of the work BI01010001010000000000000515BI0100001113 974.58 RM
24 24 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement without base concrete including fixing of glass strip(excluding cost of glass strip).(40 mm thick floor). BI01010001010000000000000515BI0100001113 14 SQM
25 25 12 mm thk Plastering in dado/skirting 1 cement : 2 coarse sand BI01010001010000000000000515BI0100001113 25.11 SQM
26 26 Making drain along with apron 200*230 mm BI01010001010000000000000515BI0100001113 20.44 RMT
27 27 Supply of glass strips for flooring.35 mm wide & 5.5 to 2.2 mm thick. BI01010001010000000000000515BI0100001113 500 RM
28 28 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). BI01010001010000000000000515BI0100001113 47.88 SQM
29 29 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 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws BI01010001010000000000000515BI0100001113 21.42 SQM
30 30 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Providing & fixing of hold fast for chaukhats of doors and windows.Providing & fixing of door / windows grill.Z-Section steel windows with Openable panels, excluding Glass panes.Angle iron door chaukhats 35*35*5 BI01010001010000000000000515BI0100001113 440.22 KG
31 31 Z-Section steel windows with Openable panels, excluding Glass panes BI01010001010000000000000515BI0100001113 982.8 KG
32 32 Fixing of Door, windows / ventilators chaukhats in position.Door chaukhats BI01010001010000000000000515BI0100001113 4 NOS
33 33 Window chaukhats BI01010001010000000000000515BI0100001113 8 NOS
34 34 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. BI01010001010000000000000515BI0100001113 757.93 SQM
35 35 Finishing walls two coat with Water Proof cement paint exterior paint with silicon additivees of reqd shade new work ( 2 or more coats applied @ 1.43 ltr/Sqm over and incl. priming coat of exterior primer applied @ 2.20 Kg/ 10 Sqm ) BI01010001010000000000000515BI0100001113 663.18 SQM
36 36 Providing and fixing ISI marked oxidised S.S. sliding door bolts with nuts and screws etc. complete 250mm x 16mm BI01010001010000000000000515BI0100001113 12 NOS
37 37 Providing and fixing ISI marked oxidised S.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 250 mm x 10mm BI01010001010000000000000515BI0100001113 12 NOS
38 38 200 mm x 10mm BI01010001010000000000000515BI0100001113 12 NOS
39 39 Providing and fixing ISI marked oxidised S.S. handles conforming to IS:4992 with necessary screws etc. complete : 150 mm BI01010001010000000000000515BI0100001113 24 NOS
40 40 Providing and laying "Brick Coba" 100 mm thick laid M-150 class brick ballast coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement morter 1:4 cement and coarse sand mixed with water proofing compound spresding cement slurry mixed with aerelic cement concrete water proofing compound in 1:4 cement and coarse sand mortar finished smooth & Top mashed false square 30 cmx 30 cm and side wall parapet shall be monolythic plaster wall upto 30 cm higher & junction and corners shall be rounded by brick ballast cement and coarse sand masonary Coba with top finished plaster mixed with acetic water proofing compound @2% by weight and including S/o all material, labour T & P etc complete for proper completion of work. BI01010001010000000000000515BI0100001113 94.77 SQM
41 41 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3 apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. BI01010001010000000000000515BI0100001113 120.37 SQM
42 42 Same as above but in new wood surface BI01010001010000000000000515BI0100001113 42.84 SQM
43 43 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (a) 4 mm thick. BI01010001010000000000000515BI0100001113 35.46 SQM
44 44 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment BI01010001010000000000000515BI0100001113 69.03 SQM
45 45 Drip course/ groove in plastered surface or moulding to rcc projection BI01010001010000000000000515BI0100001113 5.3 RM
46 46 Providing & fixing white vitereous china water closet squatting pan ISI marked (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10/12.5 litrs PVC low level flushing cistern with fittings & brackets 40mm dia C.P. flush pipe with fitting & clamps, 20mm over flow pipe with specials and mosquito proof coupling of approved municipal design, painting wherever required including cutting & making good the walls & floors where required.Orissa Pattern W.C. pan of size 580x 440m with integral type foot rests flush pipe and over flow arrangement. BI01010001010000000000000515BI0100001113 2 Nos.
47 47 Same as above but for Eropion type W.C. pan with black plastic seat and lid Make, Cera, Hidustan BI01010001010000000000000515BI0100001113 3 Nos.
48 48 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standard pattern including cutting & making good the walls wherever required.a) Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap BI01010001010000000000000515BI0100001113 4 Nos.
49 49 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 40mm dia BI01010001010000000000000515BI0100001113 2 Nos.
50 50 32 mm dia BI01010001010000000000000515BI0100001113 4 Nos.
51 51 Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 450 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. BI01010001010000000000000515BI0100001113 2 Each
52 52 Fixing of CP Brass towel rail BI01010001010000000000000515BI0100001113 2 Each
53 53 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. BI01010001010000000000000515BI0100001113 4 Each
54 54 Providing and fixing white viterious china flat back half stall urinal of 580*380*350 mm with white PVC automatic flushing cistern with fittings standard size CP brass flush pipe , spreaders with union and clamps ( all in CP brass ) with waste fittings as per IS: 2556, CI trap with outlet gratings and other couplings in CP brass including painting of fittings and brackets cutting & making good the wall & floor wherever required. Range of 3 half stall urinals with 10 ltr PVC automatic flushing cistern. BI01010001010000000000000515BI0100001113 2 Each
55 55 Providing & fixing soil, waste and vent pipes. 110 mm dia PVC pipe BI01010001010000000000000515BI0100001113 25 Rm.
56 56 75mm dia PVC pipe BI01010001010000000000000515BI0100001113 10 Rm.
57 57 Providing & fixing Nhani trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 110mm inlet & 80 mm outlet. BI01010001010000000000000515BI0100001113 15 Nos
58 58 110 mm inlet & 110 mm outlet BI01010001010000000000000515BI0100001113 10 Nos
59 59 Providing and fixing single equal plain junction of required degree ( plane T ) . 110x110x110mm BI01010001010000000000000515BI0100001113 5 Nos.
60 60 75x75x75mm BI01010001010000000000000515BI0100001113 5 Nos.
61 61 P/F PVC door bend 110 mm BI01010001010000000000000515BI0100001113 5 Nos.
62 62 75 mm BI01010001010000000000000515BI0100001113 5 Nos.
63 63 P/F PVC door Tee 110*110 mm BI01010001010000000000000515BI0100001113 5 Nos.
64 64 75*75 mm BI01010001010000000000000515BI0100001113 5 Nos.
65 65 P/F Stainless steel zali ( grating) for floor/nanhi trap 125 mm dia BI01010001010000000000000515BI0100001113 5 Nos.
66 66 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes 110mm diameter. BI01010001010000000000000515BI0100001113 68 Mtr
67 67 75 mm dia PVC pipe BI01010001010000000000000515BI0100001113 10 Mtr
68 68 Making khurras 45*45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 with 20 mm nominal size stone aggregate over pvc sheet 1 mtr * 1 mtr * 400 micron finished with 12 mm cement plaster 1:3 & a coat of neat cement punning rounding the edges and making and finishing the outlet complete 110 mm BI01010001010000000000000515BI0100001113 5 Nos
69 69 Providing and fixing unplastisised PVC pipe clips of approved design to unplastisised PVC rain water pipes by means of 50*50*50 mm hard wood plugs, screwed with MS screws of reqd length including cutting brick work and fixing in cement mortar 1:4 and making good the wall etc. complete 110 mm BI01010001010000000000000515BI0100001113 14 Nos
70 70 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.Exposed on wall 20 mm dia nominal bore (medium duty) BI01010001010000000000000515BI0100001113 25 Rm.
71 71 32 mm dia nominal bore (medium duty) BI01010001010000000000000515BI0100001113 5 Rm.
72 72 40 mm dia nominal bore (medium duty) BI01010001010000000000000515BI0100001113 5 Rm.
73 73 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. 15mm dia nominal bore BI01010001010000000000000515BI0100001113 25 Rm.
74 74 20 mm dia nominal bore (medium duty) BI01010001010000000000000515BI0100001113 10 Rm.
75 75 Providing, fixing GI pipes complete with GI fittings and clamps including cutting and making good on the wall etc. internal work exposed on wall 20 mm dia nominal bore BI01010001010000000000000515BI0100001113 15 Rm.
76 76 25 mm dia nominal bore BI01010001010000000000000515BI0100001113 10 Rm.
77 77 Painting GI pipes and fittings with synthetic enamil white paint over a ready mixed priming coat both of approved quality for new work 20 mm nominal bore BI01010001010000000000000515BI0100001113 15 Rm.
78 78 25 mm nominal bore BI01010001010000000000000515BI0100001113 10 Rm.
79 79 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 15mm nominal bore BI01010001010000000000000515BI0100001113 14 Nos.
80 80 Providing & fixing CP brass short body of approved quality conforming to IS 8931 15mm nominal bore BI01010001010000000000000515BI0100001113 5 Nos.
81 81 Providing and fixing gun metal gate valve with wheel of approved quality. 20 mm dia nominal bore BI01010001010000000000000515BI0100001113 2 Each
82 82 Providing and fixing ball valve brass of approved quality. High or low pressure with plastic floats 25 mm dia nominal bore BI01010001010000000000000515BI0100001113 2 Each
83 83 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore BI01010001010000000000000515BI0100001113 15 Nos
84 84 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. Circular Tank 1000 ltr each BI01010001010000000000000515BI0100001113 2000 Ltrs
85 85 Constructing brick masonry chamber 300*300*500 mm inside with FPS brick work in cement mortar 1:4 for stop cock with CI surface box 100*100*75 mm inside with hinged cover fixed in cement concrete slab 1:2:4 mix necessary excavation foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12 mm thick finished with a floating coat of neat cement completing as per standard design BI01010001010000000000000515BI0100001113 4 Nos
86 86 Providing and fixing square mouth S.W.R. Gully trap grade 'A' complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm. size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design. a) 150 x 180 mm. size P type With Sewer bricks conforming to IS : 4885 BI01010001010000000000000515BI0100001113 2 Nos
87 87 Providing white viterious china urinal partition for half stall urinals perryware or equivalent make BI01010001010000000000000515BI0100001113 2 Nos
88 88 Fixing of viterious china urinal partition complete BI01010001010000000000000515BI0100001113 2 Nos
89 89 Wiring points for light with 1.0 sqmm.FRLSH PVC insulated multistrand single core copper condutor cable heavy PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type & ceiling (a) on 3mm thick phenolic paminated backalite sheet ect complete in all respect as directed including matching colour wash. arose/angle/batten holder BI01010001010000000000000515BI0100001113 29 Each
90 90 Same as above but for fan and light duty exhaust fan. BI01010001010000000000000515BI0100001113 16 Each
91 91 Same as above but for 5 amp plug point with piano type switch and socket etc. BI01010001010000000000000515BI0100001113 7 Each
92 92 Supplying and fixing power plug with 15 ampr 250 volts flush type switch and 3 pin 15 ampr 250 volts flush type shocket in suitable MS box of 175*100*50 mm with backlight sheet cover 3 mm thick fixed with brass machine screw & washer complete in all respect BI01010001010000000000000515BI0100001113 5 Each
93 93 S/F sheet steel enclosure surface/flush mounting fitting with 20 ampr 2 pin and earth mettel clad plug and shocket completed (for AC etc.) BI01010001010000000000000515BI0100001113 1 Each
94 94 Supplying and fixing of 20 ampr SP MCB (10 KA) for AC etc BI01010001010000000000000515BI0100001113 1 Each
95 95 Supply and wiring of submain with two number 2.00*4.00 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly laid in slab alongwith reinforcemet before concreting and partly concealed in wall one no 14 SWG copper earth continuity wire etc, complete in all respects including matchning colour wash. BI01010001010000000000000515BI0100001113 30 Rmt
96 96 2.00*2.50 sqmm BI01010001010000000000000515BI0100001113 140 Rmt
97 97 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. BI01010001010000000000000515BI0100001113 13 Each
98 98 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. BI01010001010000000000000515BI0100001113 3 Each
99 99 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. BI01010001010000000000000515BI0100001113 13 Each
100 100 S/F Danger board fabricated from 10 gauge m.s. sheet as per E/I rules BI01010001010000000000000515BI0100001113 1 Each
101 101 S/F of shocktreatment chart prescribed under E/I rules duly framed with glass and supported from back with hard board or soft board with supply of all material labour t& p etc for proper completion of work BI01010001010000000000000515BI0100001113 1 Each
102 102 Supply and laying of 1800 mm * 900 mm * 20 mm thick chequered rubber matting of testing quality BI01010001010000000000000515BI0100001113 1 Each
103 103 Supply and Ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volt 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball breaing system BEE 5 star rated-1400 mm sweep BI01010001010000000000000515BI0100001113 13 Each
104 104 Supply & fixing of LED Tube Light with batten suitable for up to 1 x 20 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AA) BI01010001010000000000000515BI0100001113 16 Each
105 105 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects.4 Way TPN BI01010001010000000000000515BI0100001113 3 Each
106 106 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. BI01010001010000000000000515BI0100001113 10 Each
107 107 S/F of 40 ampr DP isoletor BI01010001010000000000000515BI0100001113 3 Each
108 108 Supply and burying of safe earthing electrode T-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm thinner dia 38mm terminal dia 12mm, outer GI pipe of 16 SWG and ineer GI pipe of 12 SWG with hot dip galvanizatin up to 100 micron filled with crystalline conductive property with 50kgs activated soil cabablo of reducing the soil resistivity with good mixture of retaining capcity along with 30cm square CI. frame with hinged cover & masonary housing, from electrode terminal to switch board, cost of 25x3 GI. strip will be extra BI01010001010000000000000515BI0100001113 1 Each
109 109 Supply and laying of 1 no 8 SWG GI wire in 15mm dia G.I. pipe for earthing laid in ground or in wall duly concealed incl the cost of cement sand labour t&p & other material reqd for proper completion of the work as directed at site BI01010001010000000000000515BI0100001113 15 Metre
110 110 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.(a) 10 sqmm 4 core BI01010001010000000000000515BI0100001113 100 Rmt.
111 111 6 sqmm 4 core BI01010001010000000000000515BI0100001113 20 Rmt.
112 112 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 10 sqmm 4 core BI01010001010000000000000515BI0100001113 7 Each
113 113 6 sqmm 4 core BI01010001010000000000000515BI0100001113 4 Each
114 114 Supply & fixing of batten/angle batten / holder with CFL / LED 9 Watt complete in all respects BI01010001010000000000000515BI0100001113 13 Each
115 115 Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. BI01010001010000000000000515BI0100001113 3 Each
116 116 Supply and fixing of 16 gauge ms drum dully painted including making hole in the wall for exhaust fan and finishing properly completed in all respect BI01010001010000000000000515BI0100001113 3 Each
117 117 Supply of 110 mm Dia PVC Pipe ( 6 kg / cm2 ) pressure ISI Mark BI01010001010000000000000515BI0100001113 50 Mt.
118 118 Supply of 110 mm Dia Strainer PVC Pipe ( 6 kg / cm2 ) pressure ISI Mark BI01010001010000000000000515BI0100001113 20 Mt.
119 119 P/ F 50mm GI pipe (B) class with GI Shocket BI01010001010000000000000515BI0100001113 20 Mt.
120 120 Nylon mesh for filter. BI01010001010000000000000515BI0100001113 1 Roll
121 121 Supply & Fixing of tubewell accessories i. e. Plastic dori, Solvent cement, 110mm End cap, 110mm Submersible cap, 50mm MS clamp (Heavy), 50mmGI elbow, 50mm X 110mm GI nipple, BI01010001010000000000000515BI0100001113 1 Job
122 122 Providing & Fixing of submersible pump of ISI mark with automatic panel of capacity 200 ltr/ minute discharge & 50 mtr head including electrical control pannel pump make KSB 2.00 HP BI01010001010000000000000515BI0100001113 1 No.
123 123 2.5 sqmm 3 core pvc insulated Submersible cable from pump pannel to submersible pump BI01010001010000000000000515BI0100001113 50 Mt.
124 124 Drilling charges for 150 MM dia tubewell 0-30 MTR BI01010001010000000000000515BI0100001113 30 Mt.
125 125 Drilling charges for 150 MM dia tubewell 30-70 MTR BI01010001010000000000000515BI0100001113 40 Mt.
126 126 Pea Gravel. BI01010001010000000000000515BI0100001113 1 CM.
127 127 P/F 50 mm dia Brass Gate Valve with CI Gate Valve BI01010001010000000000000515BI0100001113 1 Nos
128 128 Lowering of 110 mm dia PVC Pipe in Bore Hole incl cutting jointing etc. copleted BI01010001010000000000000515BI0100001113 1 Job
129 129 Cartage of material upto site & boring tools etc. comp. BI01010001010000000000000515BI0100001113 1 Job
130 130 Fixing testing and commissioning of Pumpset with lowering & Electric wiring with starter etc. complete as required. BI01010001010000000000000515BI0100001113 1 Job
131 131 Providing & Fixing GI Pipe Complete with all reqd. GI Fittings incl. trenching & refilling etc. ( External Work ) 20 mm Dia Nominal bore BI01010001010000000000000515BI0100001113 30 Mtr
132 132 25 mm Dia Nominal bore BI01010001010000000000000515BI0100001113 20 Mtr
133 133 32 mm Dia Nominal bore BI01010001010000000000000515BI0100001113 12 Mtr
134 134 40 mm Dia Nominal bore BI01010001010000000000000515BI0100001113 6 Mtr
135 135 Providing & Filling sand of grading zone v of coarser grade alround the GI Pipes in External Work 20 mm Diameter pipe BI01010001010000000000000515BI0100001113 40 Mtr
136 136 25 mm Diameter pipe BI01010001010000000000000515BI0100001113 20 Mtr
137 137 32 mm Diameter pipe BI01010001010000000000000515BI0100001113 12 Mtr
138 138 40 mm Diameter pipe BI01010001010000000000000515BI0100001113 6 Mtr
139 139 Providing & fixing Gun mettal Gate valve with CI wheel of approved quality ( screwed end ) 40 mm nominal bore BI01010001010000000000000515BI0100001113 1 Nos
140 140 Constructing brick masonry chamber 600*600*750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design BI01010001010000000000000515BI0100001113 4 Nos
141 141 Making storm drain 230*350 mm BI01010001010000000000000515BI0100001113 45 Mtr
142 142 Excavation trenches in all kind of soil of the reqd. width for pipes incl. excavation for shockets and dressing of sides ramming of bottoms including getting out the excavated soil and then returning the soil as reqd. in the layers not exceeding 20 cm in depth incl. consolidating each deposite layers by ramming watering etc. & dispositing of surplus excavated soil as directed within a lead of 50 m up to 1.5 mtr depth pipes 80 mm tp 300 mm diameter BI01010001010000000000000515BI0100001113 230 Mtr
143 143 Providing laying and jointing pvc pipe grade A with solvent cement incl. testing of joints etc. complete 150 mm diameter BI01010001010000000000000515BI0100001113 25 Mtr
144 144 Providing & laying cement concrete 1:5:10 alround pvc pipes incl. bed concrete as per standard design 150 mm diameter pvc pipe BI01010001010000000000000515BI0100001113 25 Mtr
145 145 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80X45 cms including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg) With FPS bricks of class designation 75 With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5. For Sewer Line BI01010001010000000000000515BI0100001113 1 Nos
146 146 Cartadge, shifting and installation of handpump machine with 100/63 mm PVC pipe , strainer, platform, cement etc up to site BI01010001010000000000000515BI0100001113 1 Job
147 147 Supply of 110 mm dia plain P.v.c.(6kg/sqcm) pressure BI01010001010000000000000515BI0100001113 25 Rmt
148 148 Supply of 63 mm dia plain P.v.c.(6kg/sqcm) pressure BI01010001010000000000000515BI0100001113 16.5 Rmt
149 149 Supply of 50 mm dia plain P.v.c. strainer and blind pipe(6kg/sqcm) pressure BI01010001010000000000000515BI0100001113 1 Set
150 150 110 mm to 63 mm Reducer BI01010001010000000000000515BI0100001113 1 Nos
151 151 32 mm medium quality GI Pipe BI01010001010000000000000515BI0100001113 24 Mtr
152 152 Cartadge of tools and plant for drilling equipment by casing method BI01010001010000000000000515BI0100001113 1 Job
153 153 Drilling bore well by casing method 00-30 mtr BI01010001010000000000000515BI0100001113 30 Mtr
154 154 31-45 mtr BI01010001010000000000000515BI0100001113 15 Mtr
155 155 Lowering of PVC pipe ( 110/63 mm ) assembling blind pipe strainer ( 63 mm ) in drill bore 00-30 mtr BI01010001010000000000000515BI0100001113 30 Mtr
156 156 31-45 mtr BI01010001010000000000000515BI0100001113 15 Rmt
157 157 Deplume of casing pipe 150 mm dia after lowering BI01010001010000000000000515BI0100001113 45 Nos
158 158 Supply of coarse sand or pea gravel BI01010001010000000000000515BI0100001113 1 Cum.
159 159 Filling of bentonite allround casing pipe and bore hole as per reqd. all complete BI01010001010000000000000515BI0100001113 1 Job
160 160 Disinfenction work after development work with all material BI01010001010000000000000515BI0100001113 1 Job
161 161 Construction of handpump platform of 1.85 mtr dia incl all material BI01010001010000000000000515BI0100001113 1 Job
162 162 Handpump machine set complete BI01010001010000000000000515BI0100001113 1 Set
163 163 Installation of India marka - II hand pump over the bore hole as per direction of E/I BI01010001010000000000000515BI0100001113 1 Job
164 164 Development of bore by manual labour till discharge of free from turbity complete item BI01010001010000000000000515BI0100001113 1 Job
165 165 Cement Concret with 20mm guage approved stone ballast Approved coarse sand and cement in proportion of 4:2:1 including supply of all material ,labour and t&p etc.required for completion of work BI01010001010000000000000515BI0100001113 2.79 Cum
166 166 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) BI01010001010000000000000515BI0100001113 19.62 Cum
167 167 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone grit in the proportion 1:1.5(1cement :1.5 coarse sand :3 aggregate) in lintels of doors and windows excluding reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. BI01010001010000000000000515BI0100001113 2.06 Cum
168 168 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work. BI01010001010000000000000515BI0100001113 107 Kg
169 169 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) BI01010001010000000000000515BI0100001113 40.39 Sqm
170 170 Centering and shuttering including struting proping etc and removal of from for suspended floors roofs landings balconies and acces platform BI01010001010000000000000515BI0100001113 13.68 Sqm
171 171 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. BI01010001010000000000000515BI0100001113 16 Nos.
172 173 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter BI01010001010000000000000515BI0100001113 4 No.
173 174 Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter sw pipe BI01010001010000000000000515BI0100001113 125 Rmt
174 175 200 mm diameter BI01010001010000000000000515BI0100001113 60 Rmt
175 176 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) upto haunches of S.W. Pipes including bed concrete as per standard design. 150 mm sw pipe BI01010001010000000000000515BI0100001113 125 Rmt
176 177 200 mm sw pipe BI01010001010000000000000515BI0100001113 60 Rmt
177 178 Supply filling spreading and leveling boulder of size range 50 mm 200 mm in the recharge pit in reqd thickness for all rates and lifts all completed as per directions of engineer incharge BI01010001010000000000000515BI0100001113 3.45 cum
178 179 Supply filling spreading and leveling gravells of size range 5 mm 10 mm in the recharge pit over the existing layers of boulders in reqd thickness for all rates and lifts all completed as per directions of engineer incharge BI01010001010000000000000515BI0100001113 3.45 cum
179 180 Supply filling spreading and leveling gravells of size range 1.5 mm 2.00 mm in the recharge pit over the existing layers of gravel in reqd thickness for all rates and lifts all completed as per directions of engineer incharge BI01010001010000000000000515BI0100001113 3.45 cum
180 181 Constructing brick masonry manhole for underground C.I. inspectionchamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 600*600*900 mm internal dimensions, total weight of cover with frame to be not less than 38kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slabwith 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 finesand : 10 graded stone aggregate 40 mm nominal size), inside Plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarsesand), finished smooth with a floating coat of neat cement on wallsand bed concrete etc. complete as per standard design :Inside dimensions 600*600*900 mm for single pipe line : With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 BI01010001010000000000000515BI0100001113 5 Nos
181 182 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitablemethod prescribed in IS: 2800 (part I), including collecting samples fromdifferent strata, preparing and submitting strata chart/ bore log, includinghire & running charges of all equipments, tools, plants & machineriesrequired for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level. 300 mm dia BI01010001010000000000000515BI0100001113 50 metre
182 183 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. BI01010001010000000000000515BI0100001113
183 184 150 mm nominal size dia BI01010001010000000000000515BI0100001113 50 metre
184 185 Transport of boring tools other required equipments and installation at site. BI01010001010000000000000515BI0100001113 27.66 Job
185 Total in Figures
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