Balance Work For Construction Of Cricket Stadium At Campus Rajkiya Veer Bhumi Digri College , Mahoba , District Mahoba, District Mahoba-Uttar Pradesh

TDR : 27968672

Tender Notice
BOQ

Expired

District Mahoba , Uttar Pradesh

Tender Brief : Balance Work For Construction Of Cricket Stadium At Campus Rajkiya Veer Bhumi Digri College , Mahoba , District Mahoba

Document Fees
₹ 5900 /-

EMD
₹ 50000.0 /-

Tender Value
Refer document

Submission Date
28-05-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Balance work for Construction of Cricket Stadium at Campus Rajkiya Veer Bhumi Digri College, Mahoba, District Mahoba
1	1	Balance work for Construction of Cricket Stadium at Campus Rajkiya Veer Bhumi Digri College, Mahoba, District Mahoba	BI01010001010000000000000515BI0100001112
2	2	PUBLIC TOILET	BI01010001010000000000000515BI0100001113
3	3	Excavation in foundation in ordinary soil (Loam Clay or sand) including lift upto 1.5m (5fts) and lead upto 30mm (100fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directd by the Engineer-in-Charge upto a distance of 30m (100 fts) from the foundation trenches.	BI01010001010000000000000515BI0100001114	17.069	Cum.
4	4	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.	BI01010001010000000000000515BI0100001115	4.137	Cum.
5	5	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work.	BI01010001010000000000000515BI0100001116	2.157	Cum.
6	6	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around 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 of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm.	BI01010001010000000000000515BI0100001117	14.383	Sqm.
7	7	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Plinth Band excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.	BI01010001010000000000000515BI0100001118	0.6	Cum.
8	8	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Lintel Band excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item	BI01010001010000000000000515BI0100001119	0.703	Cum.
9	9	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Projection excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item	BI01010001010000000000000515BI0100001120	0.257	Cum.
10	10	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item	BI01010001010000000000000515BI0100001121	2.465	Cum.
11	11	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 all steel and and over lapping & hooks.	BI01010001010000000000000515BI0100001122	3.81	Qtl.
12	12	First Class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand)	BI01010001010000000000000515BI0100001123	10.401	Cum.
13	13	Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) (230mm wall)	BI01010001010000000000000515BI0100001113	12.248	Cum.
14	14	Same as in item no. 11 but in 1:3 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.	BI01010001010000000000000515BI0100001114	0.818	Cum.
15	15	Mild steel or iron work of small sizes and sections such as hold fast 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.	BI01010001010000000000000515BI0100001115	27.6	Kg.
16	16	Mild steel or iron work of heavy sizes section & angle iron door frame 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.	BI01010001010000000000000515BI0100001116	90	Kg.
17	17	Supply & fixing doors commercial quality conforming to I.S. 2202 Part I (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, Bolts, Locks, Handles, Springs, fittings with necessary screws to be supplied departmentally.	BI01010001010000000000000515BI0100001117	8.505	Sqm.
18	18	Miled steel or iron work in heavy sizes such as built up gates, z-section steel windows etc, wrought to required form including drilling holes, revetting or welding where necessary and also including supply of steel, bolts, nuts etc. & their fixing required for proper completion of the work.	BI01010001010000000000000515BI0100001118	40.5	Kg.
19	19	Miled steel or iron work in heavy sizes such as built up gates, Grill etc, wrought to required form including drilling holes, revetting or welding where necessary and also including supply of steel, bolts, nuts etc. & their fixing required for proper completion of the work.	BI01010001010000000000000515BI0100001119	29.16	Kg.
20	20	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with (4.0mm thick float glass)	BI01010001010000000000000515BI0100001120	1.62	Sqm.
21	21	12mm thick plaster in inner walls with proportion of 1:6 cement & approved coarse sand	BI01010001010000000000000515BI0100001121	80.071	Sqm.
22	22	12mm thick plaster in Outer walls with proportion of 1:6 cement & approved coarse sand	BI01010001010000000000000515BI0100001122	59.736	Sqm.
23	23	Supply & fixing 6mm thick approved China white/coloured glazed tiles in flooring of dado laid with 1:3 cement and approved coarse sand mortar finished and jointed with white cement slurry and pigment & polishing complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (size of tiles 300x300mm)	BI01010001010000000000000515BI0100001123	70.423	Sqm.
24	24	Supply & fixing 6mm thick approved China white/coloured glazed tiles in flooring of dado laid with 1:3 cement and approved coarse sand mortar finished and jointed with white cement slurry and pigment & polishing complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (size of tiles 300x300mm)	BI01010001010000000000000515BI0100001113	14.383	Sqm.
25	25	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 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 specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.	BI01010001010000000000000515BI0100001114	17.335	Sqm.
26	26	Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete.	BI01010001010000000000000515BI0100001115	87.183	Sqm.
27	27	One priming coat & one coat oil distemper on new work including supply of material, labour T&P etc. required for proper completion of the work. (Two Coat)	BI01010001010000000000000515BI0100001116	185.053	Sqm.
28	28	Finishing walls with Acrylic Smooth exterior paint of required shade :	BI01010001010000000000000515BI0100001117
29	29	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)	BI01010001010000000000000515BI0100001118	59.736	Sqm.
30	30	Painting or vernishing on iron work in small areas of new work with one coat of rady mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic vernish, including supply of all materials, labour and T&P etc. required for proper completion of work.	BI01010001010000000000000515BI0100001119	21.303	Sqm.
31	31	SANITARY INSTALLATIONS & C.P FITTINGS	BI01010001010000000000000515BI0100001120
32	32	Providing and fixing white vitreous china pedestal type water closet ( W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests	BI01010001010000000000000515BI0100001121	3	each
33	33	Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps	BI01010001010000000000000515BI0100001122	3	each
34	34	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia	BI01010001010000000000000515BI0100001123	3	each
35	35	Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.	BI01010001010000000000000515BI0100001113	3	each
36	36	Providing and fixing white vitreous china flat back half stall urinal of size 580380350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required: Range of two half stall urinals with 5 litre PV.C. automatic flushing cistern.	BI01010001010000000000000515BI0100001114	1	each
37	37	Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade	BI01010001010000000000000515BI0100001115	0.3375	Sqm.
38	38	CP Brass fittings	BI01010001010000000000000515BI0100001116
39	39	Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length - 15 mm nominal bore	BI01010001010000000000000515BI0100001117	7	each
40	40	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore	BI01010001010000000000000515BI0100001118	3	each
41	41	Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 15 mm nominal bore	BI01010001010000000000000515BI0100001119	3	each
42	42	PVC PIPES & FITTINGS AND RAIN WATER PIPES	BI01010001010000000000000515BI0100001120
43	43	Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110mm	BI01010001010000000000000515BI0100001121	1	Each
44	44	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 10mm gap for thermal expansion. 110 mm	BI01010001010000000000000515BI0100001122	3.45	Metre
45	45	Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.	BI01010001010000000000000515BI0100001123
46	46	Bend 87.5 degree - 110 mm Bend	BI01010001010000000000000515BI0100001113	1	Each
47	47	Shoe (Plain) - 110 mm Shoe	BI01010001010000000000000515BI0100001114	1	Each
48	48	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.	BI01010001010000000000000515BI0100001115	1	Each
49	49	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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.	BI01010001010000000000000515BI0100001116	1	Each
50	50	INTERNAL & EXTERNAL WATER SUPPLY WORKS	BI01010001010000000000000515BI0100001117
51	51	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.	BI01010001010000000000000515BI0100001118
52	52	20mm dia nominal outer dia pipes	BI01010001010000000000000515BI0100001119	8	Rm.
53	53	25mm dia nominal outer dia pipes	BI01010001010000000000000515BI0100001120	14	Rm.
54	54	Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).	BI01010001010000000000000515BI0100001121
55	55	Internal work-Exposed on wall	BI01010001010000000000000515BI0100001122
56	56	15mm dia nominal bore	BI01010001010000000000000515BI0100001123	12	Metre
57	57	20mm dia nominal bore	BI01010001010000000000000515BI0100001113	8	Metre
58	58	Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.	BI01010001010000000000000515BI0100001114
59	59	15mm dia nominal bore	BI01010001010000000000000515BI0100001115	12	Metre
60	60	20mm dia nominal bore	BI01010001010000000000000515BI0100001116	8	Metre
61	61	Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).	BI01010001010000000000000515BI0100001117
62	62	15mm dia nominal bore	BI01010001010000000000000515BI0100001118	3	Each
63	63	20mm dia nominal bore	BI01010001010000000000000515BI0100001119	2	Each
64	64	Providing and fixing brass stop cock of approved quality. 20 mm nominal bore	BI01010001010000000000000515BI0100001120	1	Nos.
65	65	Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. Capcity in Per Liters	BI01010001010000000000000515BI0100001121	1000	Ltr.
66	66	SEWERAGE SYSTEM	BI01010001010000000000000515BI0100001122
67	67	Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.	BI01010001010000000000000515BI0100001123	10	metre
68	68	Providing, laying and jointing glazed stoneware 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	BI01010001010000000000000515BI0100001113	10	metre
69	69	Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design 100mm dia SW pipe	BI01010001010000000000000515BI0100001114	10	metre
70	70	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 90x80cms and 45cms deep 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 For Sewer Line	BI01010001010000000000000515BI0100001115	1	each
71	71	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 :	BI01010001010000000000000515BI0100001116	1	Each
72	72	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar	BI01010001010000000000000515BI0100001117	3	each
73	73	SANITARY INSTALLATIONS & C.P FITTINGS	BI01010001010000000000000515BI0100001118
74	74	Providing and fixing in floor and wall face Ringfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes.	BI01010001010000000000000515BI0100001119
75	75	a) 110mm dia P.V.C. pipe	BI01010001010000000000000515BI0100001120	10	Rm
76	76	b) 90mm dia P.V.C. pipe	BI01010001010000000000000515BI0100001121	14	Rm
77	77	Providing & fixing UPVC Floor trap of self cleansing design with CP Jali complete in all respects. (Make : Supreme / Finolex / Prince)	BI01010001010000000000000515BI0100001122
78	78	P-Trap type Floor Trap 110 x 90 mm	BI01010001010000000000000515BI0100001123	6	Nos.
79	79	ELECTRICAL WORKS	BI01010001010000000000000515BI0100001113
80	80	Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core aluminium condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects.	BI01010001010000000000000515BI0100001114	6	Each
81	81	Same as item No.(1) but for fan and light duty exhaust fan.	BI01010001010000000000000515BI0100001115	2	Each
82	82	Same as item No.(1) but for 5 Amp plug point	BI01010001010000000000000515BI0100001116	2	Each
83	83	Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.	BI01010001010000000000000515BI0100001117
84	84	Addition for light / fan points with modular type switch in place of piono type switch.	BI01010001010000000000000515BI0100001118	8	Each
85	85	Addition for plug points with modular type switch in place of piono type switch.	BI01010001010000000000000515BI0100001119	2	Each
86	86	Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. cable as earth contunity wire etc. complete in all respects.	BI01010001010000000000000515BI0100001120	42	Rmt
87	87	Supply fixing and concealing of 20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work .	BI01010001010000000000000515BI0100001121	38	Rmt.
88	88	Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects.	BI01010001010000000000000515BI0100001122	2	Each
89	89	Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required.	BI01010001010000000000000515BI0100001123	2	Each
90	90	Supply and fixing Single Pole MCBS Blanking Plate complete in all respects.	BI01010001010000000000000515BI0100001113	2	Each
91	91	Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.	BI01010001010000000000000515BI0100001114	1	Each
92	92	Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respects.	BI01010001010000000000000515BI0100001115	25	Metre
93	93	Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 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. 16 sqmm 4 core	BI01010001010000000000000515BI0100001116	28	Rmt.
94	94	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 16 sqmm 4 core	BI01010001010000000000000515BI0100001117	3	Each
95	95	Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 16 sqmm	BI01010001010000000000000515BI0100001118	3	Each
96	96	Supply and fixing of one number 8 SWG G.I wire in 15mm dia. G.I pipe for earthing laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site.	BI01010001010000000000000515BI0100001119	25	Metre
97	97	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	BI01010001010000000000000515BI0100001120
98	98	300mm sweep.	BI01010001010000000000000515BI0100001121	2	Each
99	99	Providing & fixing of LED Bulb	BI01010001010000000000000515BI0100001122	6	Each
100	100	Entrance Gate	BI01010001010000000000000515BI0100001123
101	101	Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5m and read up to 30m and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth and directed by Engineer in charge upto a distance of 30m from the foundation trenches including all T&P pbowereh and basket etc. complete.	BI01010001010000000000000515BI0100001113	17.268	Cum
102	102	Providing and laying in cement concrete1:4:8 (1 cement : 4coarse sand :8 graded Stone agregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.	BI01010001010000000000000515BI0100001114	1.936	Cum
103	103	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Raft foundation excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.	BI01010001010000000000000515BI0100001115	3.038	Cum
104	104	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Column excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.	BI01010001010000000000000515BI0100001116	4.618	Cum
105	105	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Ground Beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.	BI01010001010000000000000515BI0100001117	2.43	Cum
106	106	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.	BI01010001010000000000000515BI0100001118	4.658	Cum
107	107	Mild steel or iron in plain work such as Reinforced concrete or reinforced, brick Work (when not included in an 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 authorized over lapping shall be Measured up to floor two levels.	BI01010001010000000000000515BI0100001119	25.16	Qtl.
108	108	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.	BI01010001010000000000000515BI0100001120	40.32	Sqm
109	109	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)	BI01010001010000000000000515BI0100001121	40.32	Sqm
110	110	Miled steel or iron work of small sizes and sections such as holding down bolt, rods, tie gratings etc. (when not included in and over all rates) wrought to rquired from including supply of steel bolts, nuts and wastage etc. and their fxing required for proper completion of work.	BI01010001010000000000000515BI0100001122	1008	Kg.
111	111	Painting or vernishing on iron work in small areas of new work with one coat of rady mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic vernish, including supply of all materials, labour and T&P etc. required for proper completion of work.	BI01010001010000000000000515BI0100001123	25.2	Sqm.
112	112	SEPTIC TANK (SIZE 4.20 X 1.80 MTR.)	BI01010001010000000000000515BI0100001113
113	113	Earth work in excavation	BI01010001010000000000000515BI0100001114	51.832	Cum
114	114	P.C.C. in 1 : 4: 8 with cement, c.sand & 40 mm gauge stone ballast	BI01010001010000000000000515BI0100001115	2.36	Cum
115	115	Brick work in foundation in 1 : 3 cement & coarse sand	BI01010001010000000000000515BI0100001116	7.37	Cum
116	116	R. C. C. in 1 : 1.5 : 3 in Slab	BI01010001010000000000000515BI0100001117	1.18	Cum
117	117	Reinforcement Work	BI01010001010000000000000515BI0100001118	0.93	Qtl
118	118	Brick work in 1 : 3 cement & coarse sand	BI01010001010000000000000515BI0100001119	0.68	Cum
119	119	20 mm thick plaster in 1: 2 cement & Course sand	BI01010001010000000000000515BI0100001120	10.53	Sqm
120	120	40mm thick c.c. flooring	BI01010001010000000000000515BI0100001121	32.76	Sqm
121	121	Supply & Febrication of M. S. Steps	BI01010001010000000000000515BI0100001122	24.7	Kg
122	122	500 mm diameter C.I. cover (medium duty) the cover to be not less than 58 kg	BI01010001010000000000000515BI0100001123	2	No
123	123	C.I. Cowel	BI01010001010000000000000515BI0100001113	2	No
124	124	C.I. Plain bend	BI01010001010000000000000515BI0100001114	2	No
125	125	C.I. Single equal plaing junction	BI01010001010000000000000515BI0100001115	2	No
126	126	CRICKET PITCH	BI01010001010000000000000515BI0100001116
127	127	Excavation in foundation in ordinary soil (Loam Clay or sand) including lift upto 1.5m (5fts) and lead upto 30mm (100fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directd by the Engineer-in-Charge upto a distance of 30m (100 fts) from the foundation trenches.	BI01010001010000000000000515BI0100001117	20.642	Cum
128	128	Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately)	BI01010001010000000000000515BI0100001118	33.027	Cum
129	129	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone ballast 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.	BI01010001010000000000000515BI0100001119	8.257	Cum
130	130	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (50mm).	BI01010001010000000000000515BI0100001120	8.257	Cum
131	131	BASE FOR EQUIPMENT	BI01010001010000000000000515BI0100001121
132	132	Excavation in foundation in ordinary soil (Loam Clay or sand) including lift upto 1.5m (5fts) and lead upto 30mm (100fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directd by the Engineer-in-Charge upto a distance of 30m (100 fts) from the foundation trenches.	BI01010001010000000000000515BI0100001122	1.08	Cum
133	133	Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately)	BI01010001010000000000000515BI0100001123	6.48	Cum
134	134	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone ballast 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.	BI01010001010000000000000515BI0100001113	4.5	Cum
135	135	C.C. work with cement approved coarse sand and 20mm Gauge approved stone ballast in the proportion of 1:2:4 for fixing of Gym Equipment	BI01010001010000000000000515BI0100001114	1.08	Cum
136	136	Brick Edging side court	BI01010001010000000000000515BI0100001115	45	Rm.
137	137	Artificial Grass Matting	BI01010001010000000000000515BI0100001116	45	SQm.
138	138	Providing & fixing of Nut bolt for fixing of Open Gym Euipement in c.c. base	BI01010001010000000000000515BI0100001117	1	Job
139	139	ROUGH FLOORING FOR COURT	BI01010001010000000000000515BI0100001118
140	140	Excavation in foundation in ordinary soil (Loam Clay or sand) including lift upto 1.5m (5fts) and lead upto 30mm (100fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directd by the Engineer-in-Charge upto a distance of 30m (100 fts) from the foundation trenches. Badminton Court	BI01010001010000000000000515BI0100001119	20.25	Cum
141	141	Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately) Badminton Court	BI01010001010000000000000515BI0100001120	12.15	Cum
142	142	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone ballast 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.	BI01010001010000000000000515BI0100001121	8.1	Cum
143	143	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (50mm).	BI01010001010000000000000515BI0100001122	81	Sqm.
144	144	Brick Edging side court Badminton Court	BI01010001010000000000000515BI0100001123	39	Sqm.
145	145	LANDSCAPING	BI01010001010000000000000515BI0100001113
146	146	Levelling with clearing of grubing (without filling of earth)	BI01010001010000000000000515BI0100001114	7853.98	Sqm.
147	147	Supplying and stacking at site dump manure from approved source, including carriage up to 1.0 km (manure measured in stackes will be reduced by 8% for payment)	BI01010001010000000000000515BI0100001115
148	148	Screened through sieve of I.S. designation 4.75mm	BI01010001010000000000000515BI0100001116	75	Cum
149	149	Rough dressing the trenched ground including breaking clods.	BI01010001010000000000000515BI0100001117	7853.98	Sqm
150	150	Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.	BI01010001010000000000000515BI0100001118	7853.98	Sqm
151	151	Fine dressing of the ground	BI01010001010000000000000515BI0100001119	7853.98	Sqm
152	152	Grassing with the selection no.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for seprately)	BI01010001010000000000000515BI0100001120	7853.98	Sqm
153	153	External Electrification Work	BI01010001010000000000000515BI0100001121
154	154	MAIN L.T PANEL	BI01010001010000000000000515BI0100001122
155	155	The Main LT Panel shall use all draw out type breakers suitable for 415 V AC, 3 phase, 50 Hz, 3 phase 4 wire supply system. The Panel will be made as per detailed specifications & drawings forming part of this document. Fault level of panel shall be 35 MVA.	BI01010001010000000000000515BI0100001123
156	156	INCOMING	BI01010001010000000000000515BI0100001113
157	157	1 Nos. 250 Amp FP MCCB	BI01010001010000000000000515BI0100001114
158	158	BUSBARS	BI01010001010000000000000515BI0100001115
159	159	1 Nos. 250 Amp TPN busbars of aluminium alloy as per SLD.	BI01010001010000000000000515BI0100001116
160	160	OUTGOING	BI01010001010000000000000515BI0100001117
161	161	4 Nos. 125 Amp TP MCCB	BI01010001010000000000000515BI0100001118
162	162	2 Nos. 63 Amp TP MCB	BI01010001010000000000000515BI0100001119
163	163	INSTRUMENTS	BI01010001010000000000000515BI0100001120
164	164	1 sets of multifunction meter with parameter current,voltage,KWH,KVAH,Power factor on incoming from transformers.	BI01010001010000000000000515BI0100001121
165	165	1 Sets of phase indicating lights (RYB) with protection fuses (one set for each incoming breaker).	BI01010001010000000000000515BI0100001122
166	166	1 Sets breaker 'ON' & 'OFF' indicating lamp (one set for each incoming breaker).	BI01010001010000000000000515BI0100001123
167	167	1 Sets auto trip indicating lamp .	BI01010001010000000000000515BI0100001113
168	168	Note: All outgoings should have ammeter and RYB indications with backup MCB as indicated in single line diagrams.	BI01010001010000000000000515BI0100001114	1	Set
169	169	HIGHT MAST	BI01010001010000000000000515BI0100001115
170	170	Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contractors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN complete in all respect.	BI01010001010000000000000515BI0100001116
171	171	I/C:-125 Amp MCCB Bus Bar-125A O/G:-40 Amp SP-20No.	BI01010001010000000000000515BI0100001117	2	Each
172	172	Supply and fixing of 12.5 mtr High mast Pole of approved make with rising system, hot dip Galvanized inside & outside , having pole sheet thickness 3mm, top minimum100mm, bottom dia minimum 310mm, base plate 25mm thick, suitable for wind velocity as per IS 875 part 3. & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes,0.75 HP Power tool motor, 3 point suspension system with steel wire rope 6mm dia , double drum winch Including making suitable Foundation as per manufacture drawing & site requirement along with foundation bolts, nuts, washers , anchor plates etc Complete in all respect. as per direction and satisfaction to the Engineer-in-charge.	BI01010001010000000000000515BI0100001118	2	Each
173	173	Supply and wiring of submiain with two number 2.5 sq.mm FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20mm dia heavy pvc conduit partly concealed on surface and 2no. 1.5sqmm earth continuity wiere including matching colour wash etc. complete in all respect.	BI01010001010000000000000515BI0100001119	150	Metre
174	174	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 170 to 200 Watt. Confirming to IP 66 protection complete in all respect.. CAT-AA\n\n	BI01010001010000000000000515BI0100001120	16	Each
175	175	Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 Volts 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.as per direction of Engineer-Incharge.complete in all respect The armouring of the cable shall be properly connected with the earth conductor by clamps etc.	BI01010001010000000000000515BI0100001121
176	176	50 sqmm 3.5 core	BI01010001010000000000000515BI0100001122	40	Rmt.
177	177	150 sqmm 3.5 core	BI01010001010000000000000515BI0100001123	100	Rmt.
178	178	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 direction of Engineer-Incharge.	BI01010001010000000000000515BI0100001113
179	179	50 sqmm 3.5 core	BI01010001010000000000000515BI0100001114	8	Nos
180	180	150 sqmm 3.5 core	BI01010001010000000000000515BI0100001115	2	Nos
181	181	Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.	BI01010001010000000000000515BI0100001116
182	182	35 Sq.mm	BI01010001010000000000000515BI0100001117	32	Nos
183	183	150 Sq.mm	BI01010001010000000000000515BI0100001118	8	Nos
184	184	EQUIPEMENT FOR OPEN GYM	BI01010001010000000000000515BI0100001119
185	185	Providing & Fixing Sit Up Bench	BI01010001010000000000000515BI0100001120
186	186	Function:	BI01010001010000000000000515BI0100001121
187	187	Strengthen the abdominal muscles.	BI01010001010000000000000515BI0100001122
188	188	Instruction:	BI01010001010000000000000515BI0100001123
189	189	Lie Down on the camber and hook the feel at the rung put the hands behind the head. Use abdominal muscles to sit up and return to original position. Repeat the movement	BI01010001010000000000000515BI0100001113
190	190	Specification:	BI01010001010000000000000515BI0100001114
191	191	Main pipe Dia-127mm.,	BI01010001010000000000000515BI0100001115
192	192	Thickness-3mm	BI01010001010000000000000515BI0100001116
193	193	Base plate Dia-200mm.,	BI01010001010000000000000515BI0100001117
194	194	Thickness-10mm.	BI01010001010000000000000515BI0100001118
195	195	Powder coating	BI01010001010000000000000515BI0100001119
196	196	Size:- 1600X1065580*mm	BI01010001010000000000000515BI0100001120	1	Nos
197	197	Horse Rider	BI01010001010000000000000515BI0100001121
198	198	Function:	BI01010001010000000000000515BI0100001122
199	199	Active Body joints and strength the flexibility of the muscles group and the cardiopulmonary function.	BI01010001010000000000000515BI0100001123
200	200	Instruction:	BI01010001010000000000000515BI0100001113
201	201	Sit and holds the two handles,put the feet on to footboards,utilized own weight to pull and stretch on legs and then return to sit postion repeat the cycle.	BI01010001010000000000000515BI0100001114
202	202	Specifications:	BI01010001010000000000000515BI0100001115
203	203	Main pipe Dia-127mm.,	BI01010001010000000000000515BI0100001116
204	204	Thickness-3mm	BI01010001010000000000000515BI0100001117
205	205	Base plate Dia-200mm.,	BI01010001010000000000000515BI0100001118
206	206	Thickness-10mm.	BI01010001010000000000000515BI0100001119
207	207	Powder coating	BI01010001010000000000000515BI0100001120
208	208	SIZE:- 1090X560X1065*mm	BI01010001010000000000000515BI0100001121	1	Nos
209	209	Dual Sky Stepper	BI01010001010000000000000515BI0100001122
210	210	Function:	BI01010001010000000000000515BI0100001123
211	211	Activate upper and lower limbs and waist joints; strengthen the flexibility of the muscles group and the cardiopulmonary function.	BI01010001010000000000000515BI0100001113
212	212	Instruction:	BI01010001010000000000000515BI0100001114
213	213	Hold the two handles and step on the two footboards,push and pull the handles repeatedly with the feet simulating sliding.	BI01010001010000000000000515BI0100001115
214	214	Specifications:	BI01010001010000000000000515BI0100001116
215	215	Main pipe Dia-127mm.,	BI01010001010000000000000515BI0100001117
216	216	Thickness-3mm	BI01010001010000000000000515BI0100001118
217	217	Base plate Dia-200mm.,	BI01010001010000000000000515BI0100001119
218	218	Thickness-10mm.	BI01010001010000000000000515BI0100001120
219	219	Powder coating	BI01010001010000000000000515BI0100001121
220	220	SIZE:- 1545X660X1700*mm	BI01010001010000000000000515BI0100001122	1	Nos
221	221	Pull Down Challenger	BI01010001010000000000000515BI0100001123
222	222	Function:	BI01010001010000000000000515BI0100001113
223	223	Enhance the muscles strength of upper limbs, chest and the back.	BI01010001010000000000000515BI0100001114
224	224	Instruction:	BI01010001010000000000000515BI0100001115
225	225	Sit on the seat planed with facing inward or outward, hold the pull down the handles, hold a moment and the return slowly to original position. Repeat the cycle.	BI01010001010000000000000515BI0100001116
226	226	Specifications:	BI01010001010000000000000515BI0100001117
227	227	Main pipe Dia-127mm.,	BI01010001010000000000000515BI0100001118
228	228	Thickness-3mm	BI01010001010000000000000515BI0100001119
229	229	Base plate Dia-200mm.,	BI01010001010000000000000515BI0100001120
230	230	Thickness-10mm.	BI01010001010000000000000515BI0100001121
231	231	Powder coating	BI01010001010000000000000515BI0100001122
232	232	SIZE:- 2110X890X2085*mm	BI01010001010000000000000515BI0100001123	1	Nos
233	233	Power Push	BI01010001010000000000000515BI0100001113
234	234	Function:	BI01010001010000000000000515BI0100001114
235	235	Enhance the muscles strength of upper limbs and and the back	BI01010001010000000000000515BI0100001115
236	236	Instruction:	BI01010001010000000000000515BI0100001116
237	237	Sit on the sit plank, hold and push the handle, hold a moment and the return slowly to original position.Repeat the cycle.	BI01010001010000000000000515BI0100001117
238	238	Specifications:	BI01010001010000000000000515BI0100001118
239	239	Main pipe Dia-127mm.,	BI01010001010000000000000515BI0100001119
240	240	Thickness-3mm	BI01010001010000000000000515BI0100001120
241	241	Base plate Dia-200mm.,	BI01010001010000000000000515BI0100001121
242	242	Thickness-10mm.	BI01010001010000000000000515BI0100001122
243	243	Powder coating	BI01010001010000000000000515BI0100001123
244	244	SIZE:- 1830X735X2060*mm	BI01010001010000000000000515BI0100001113	1	Nos
245	245	GST Extra as per applicable	BI01010001010000000000000515BI0100001129

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Balance Work For Construction Of Cricket Stadium At Campus Rajkiya Veer Bhumi Digri College , Mahoba , District Mahoba, District Mahoba-Uttar Pradesh

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Balance Work For Construction Of Cricket Stadium At Campus Rajkiya Veer Bhumi Digri College , Mahoba , District Mahoba, District Mahoba-Uttar Pradesh

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