Construction Of Accommodation And Development Work -Civil Work Gram Devanandpur Me 204 G3 Pradhan Mantra Awas Bhawano Ka Nirman Evm Antrik Vikas Karya, Raebareli-Uttar Pradesh

TDR : 22160163

Tender Notice
BOQ

Expired

Raebareli , Uttar Pradesh

Tender Brief : Construction Of Accommodation And Development Work -Civil Work Gram Devanandpur Me 204 G3 Pradhan Mantra Awas Bhawano Ka Nirman Evm Antrik Vikas Karya

Document Fees
₹ 4400 /-

EMD
₹ 1135000.0 /-

Tender Value
₹ 11.34 Crore /-

Submission Date
07-11-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of 204 Four Storied (G+3) EWS houses and Internal site development work at Devanandpur Raebareli Under Pradhan Mantri Awas (Urban) Yojna
1	1	Earth work in foundation in ordinary soil ( loam clay,or sand ) including lift upto 1.5 metre ( 5 fts) and lead upto 30m. (100 fts.) and including filling watering and raming of excavated earth into the plinth and removal and disposal of surplus earth and directed by the Engineer - in - charge upto a distance of 30M. ( 100 fts ) from the foundation trenches.	BI01010001010000000000000515BI0100001113	82.07	Cum
2	2	Same as item above (Item 1.1) but excavation in soil mixed with moorum, shingles, kankar etc. Requiring the use of special T&P piclaxces, sabbals etc.	BI01010001010000000000000515BI0100001114	12.31	Cum
3	3	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km (5miles) from 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 work.	BI01010001010000000000000515BI0100001115	201.91	Cum
4	4	Earth work in cutting or in embankment in ordinary soil, excavation to be in form of regular pits not exceeding 1/2 mt (20\") in depth and earthwork in embankment to be in 20cm (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5mts (5fts) lifts and 30mt (100fts) lead. The earth from cutting to be used in making embankments or to be deposited as spoil banks with in 30 mts (100fts) distance as directed by the engineer in charge, including cartage of 8Km.	BI01010001010000000000000515BI0100001116	605.74	Cum
5	5	ADD Royalty to item no: 1.3	BI01010001010000000000000515BI0100001117	605.74	Cum
6	6	Concrete with 4 cm. (1*1/2 ) gauge brick ballast, fine local sand of 1.25 Fineness modulous and cement in proportion of 8 : 4 : 1 in foundations and under floors, including supply of all materials, labour and T& P etc. required for proper completion of the work.	BI01010001010000000000000515BI0100001118	134.61	Cum
7	7	Providing and laying cement concrete 1:4:8 (1 cement : 4 Coarse sand: 8 Graded stone ballast 20mm to 40mm size) including supply of all material, labour and T&P required for proper completion of work and curing complete also including cost of form work in foundation and floors. (Below Foundation)	BI01010001010000000000000515BI0100001119	170.78	Cum
8	8	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level	BI01010001010000000000000515BI0100001120	246.22	Cum
9	9	All works above plinth level upto floor V level	BI01010001010000000000000515BI0100001121	1887.44	Cum
10	10	Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	BI01010001010000000000000515BI0100001122	992.6	Sqm
11	11	Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001123	5510.76	Sqm
12	12	Lintels, beams, plinth beams, girders, bressumers and cantilevers	BI01010001010000000000000515BI0100001124	7631.25	Sqm
13	13	Columns, Pillars, Piers, Abutments, Posts and Struts	BI01010001010000000000000515BI0100001125	6252.54	Sqm
14	14	Stairs, (excluding landings) except spiral-staircases	BI01010001010000000000000515BI0100001126	84	Sqm
15	15	Edges of slabs and breaks in floors and walls Under 20 cm wide	BI01010001010000000000000515BI0100001127	1051.12	Sqm
16	16	Weather shade, Chajjas, corbels etc., including edges	BI01010001010000000000000515BI0100001129	292.32	Sqm
17	17	Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 250 mm dia piles	BI01010001010000000000000515BI0100001130	126	Sqm
18	18	300 mm dia piles	BI01010001010000000000000515BI0100001131	31.5	Sqm
19	19	500 mm dia piles	BI01010001010000000000000515BI0100001132	31.5	Sqm
20	20	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 authorised over lapping shall be measured. Below Plinth and Ground Floor	BI01010001010000000000000515BI0100001133	431.29	Qtl
21	21	First Floor	BI01010001010000000000000515BI0100001134	390.95	Qtl
22	22	Second Floor	BI01010001010000000000000515BI0100001135	390.95	Qtl
23	23	Third Floor	BI01010001010000000000000515BI0100001136	390.95	Qtl
24	24	Mumty	BI01010001010000000000000515BI0100001137	37.45	Qtl
25	25	Class 150 brick work in 1 : 5 Cement and coarse sand of mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.	BI01010001010000000000000515BI0100001138	255.8	Cum
26	26	Class 150 brick work in 1 : 5 Cement and coarse sand of mortar in Super Structure including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Ground Floor	BI01010001010000000000000515BI0100001139	336.85	Cum
27	27	First Floor	BI01010001010000000000000515BI0100001140	336.85	Cum
28	28	Second Floor	BI01010001010000000000000515BI0100001141	336.85	Cum
29	29	Third Floor	BI01010001010000000000000515BI0100001142	336.85	Cum
30	30	Class 150 brick work in 1 : 3 Cement and Coarse sand of mortar in Super Structure 0.115mm thick including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Cement mortar 1:3 (1 cement : 3 Coarse sand)	BI01010001010000000000000515BI0100001143	8.32	Cum
31	31	First Floor	BI01010001010000000000000515BI0100001144	8.32	Cum
32	32	Second Floor	BI01010001010000000000000515BI0100001145	8.32	Cum
33	33	Third Floor	BI01010001010000000000000515BI0100001146	580.69	Cum
34	34	Class 150 brick work in 1 : 4 Cement and Coarse sand of mortar in Super Structure 0.115mm thick including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (0.115 thk wall) Ground Floor	BI01010001010000000000000515BI0100001147	480.44	Cum
35	35	First Floor	BI01010001010000000000000515BI0100001148	480.44	Cum
36	36	Second Floor	BI01010001010000000000000515BI0100001149	480.44	Cum
37	37	Third Floor	BI01010001010000000000000515BI0100001150	480.44	Cum
38	38	Mumty and Parapet Wall	BI01010001010000000000000515BI0100001151	148.04	Cum
39	39	Supply and fixing of flush doors commercial quality conforming to I.S. 2202 Part I ( 1983 ) including fixing of wooden cleats and stoppers and including fixing and djustment of hinges, bolts, locks, handle, springs and other fittings but excluding their supply and including painting with two coats of Black Japan paint on all iron fitting if necessary Fitting with necessary screws to be included complete. (a) 32mm thick	BI01010001010000000000000515BI0100001152	1864.8	Cum
40	40	Mild steel or iron work of heavy sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. ( when not included in an over all rates ) wrought to required form 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. Fabrication door and window frames (chaukhats)	BI01010001010000000000000515BI0100001153	49992.1	Kg
41	41	Fabrication of Window grill.	BI01010001010000000000000515BI0100001154	545.37	Kg
42	42	Providing and fixing Plain glass 4mm thick best quality cut to size including wastage in windows.	BI01010001010000000000000515BI0100001155	801.36	Sqm
43	43	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover	BI01010001010000000000000515BI0100001156	81	Sqm
44	44	12 mm Thick cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Ground Floor	BI01010001010000000000000515BI0100001158	9061.86	Sqm
45	45	First Floor	BI01010001010000000000000515BI0100001159	9061.86	Sqm
46	46	Second Floor	BI01010001010000000000000515BI0100001160	9061.86	Sqm
47	47	Third Floor	BI01010001010000000000000515BI0100001161	9061.86	Sqm
48	48	Mumty	BI01010001010000000000000515BI0100001162	2166.35	Sqm
49	49	Cement concrete flooring 1 : 2 : 4 ( 1 Cement : 2 Coarse Sand : 4 graded Stone aggregate 12 - 20 mm nominal size ) laid in one layer neat Cement ( 25 mm thick floor ). Ground Floor	BI01010001010000000000000515BI0100001163	2306.49	Sqm
50	50	First Floor	BI01010001010000000000000515BI0100001164	1513.44	Sqm
51	51	Second Floor	BI01010001010000000000000515BI0100001165	1513.44	Sqm
52	52	Third Floor	BI01010001010000000000000515BI0100001166	1513.44	Sqm
53	53	Mumty	BI01010001010000000000000515BI0100001167	507.92	Sqm
54	54	20 mm thick Cement plaster in dedo / skirting in 1 : 2 consisting of one part of Cement and 2 parts of aproved Coarse Sand laid in panels, finished with 3 mm floating coat of neat Cement or Cement and marble dust in ratio of 5 : 1 including supply of all materials labour T & P etc. required for proper completion of the work. Ground Floor	BI01010001010000000000000515BI0100001168	1241.06	Sqm
55	55	First Floor	BI01010001010000000000000515BI0100001169	1241.06	Sqm
56	56	Second Floor	BI01010001010000000000000515BI0100001170	1241.06	Sqm
57	57	Third Floor	BI01010001010000000000000515BI0100001171	1241.06	Sqm
58	58	12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)	BI01010001010000000000000515BI0100001172	1318.98	Sqm
59	59	Painting or varnishing on iron work in small areas with one coat of approved superior quality readymixed priming paint and one coat of ready mixed paint of clear varnish including supply of all materials, labour & T &P etc required for proper completion of work. Paint to be used should confirm I.S.I. No: 103-1950 including priming.	BI01010001010000000000000515BI0100001173	1447.15	Sqm
60	60	Painting or varnishing on wood work in small areas with one coat of approved superior quality readymixed priming paint and one coat of ready mixed paint of clear varnish including supply of all materials, labour & T &P etc required for proper completion of work. Paint to be used should confirm I.S.I. No: 103-1950 including priming.	BI01010001010000000000000515BI0100001174	1915.2	Sqm
61	61	Finishing walls with Acrylic smooth exterior paint of required shade: New Work (Two or more coat applied @ 1.67 Ltr/10Sqmt over and including priming coat of exterior primer applied @2.20Kg/10sqm) (ace Adv, walmasta) Asian, Berger.	BI01010001010000000000000515BI0100001175	10281.2	Sqm
62	62	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.	BI01010001010000000000000515BI0100001176	10281.2	Sqm
63	63	White washing three coat on new surface.	BI01010001010000000000000515BI0100001177	39901.5	Sqm
64	64	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm	BI01010001010000000000000515BI0100001178	1148	Nos
65	65	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : Tower bolt (200mmx 10mm)	BI01010001010000000000000515BI0100001179	574	Nos
66	66	Tower bolt (100mmx 10mm)	BI01010001010000000000000515BI0100001181	2296	Nos
67	67	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm	BI01010001010000000000000515BI0100001182	2296	Nos
68	68	Providing & filling light aggregate under floor of toilets & other sunken roofs.	BI01010001010000000000000515BI0100001183	162.97	Cum
69	69	20 mm thick Cement plaster in Sunken area in 1 : 2 consisting of one part of Cement and 2 parts of aproved Coarse Sand laid in panels, finished with 3 mm floating coat of neat Cement or Cement and marble dust in ratio of 5 : 1 including supply of all materials labour T & P etc. required for proper completion of the work.	BI01010001010000000000000515BI0100001184	258.55	Sqm
70	70	Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. Fourth and final layer of brick tiling with cement mortar (which\nwill be paid for separately.For the purpose of measurement the\nentire treated surface will be measured.	BI01010001010000000000000515BI0100001185	1540	Sqm
71	71	Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests	BI01010001010000000000000515BI0100001186	224	Nos
72	72	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. Brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap.	BI01010001010000000000000515BI0100001188	224	Nos
73	73	Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x460 mm bowl depth 200 mm	BI01010001010000000000000515BI0100001189	224	Nos
74	74	Providing, fixing and jointing PVC pipes of different diameters with with PVC solvent cement (or as per manufacturers specifications) with or without sockets (if sockets are provided with pipe length) in vertical Sewage line, waste water line and vent line with all necessary bends, angle bends, Tees along with all necessary fastners and bolt wherever required including testing of the same all as per direction and satisfaction of engineer in charge. Providing & fixing pipes. 6Kg per SqCm pressure pipe 150mm dia soil waste pipe vertical.	BI01010001010000000000000515BI0100001190	2698.5	R.M.
75	75	6Kg per SqCm pressure pipe 100mm dia soil waste pipe Horizontal.	BI01010001010000000000000515BI0100001191	5936	R.M.
76	76	6Kg per SqCm pressure pipe 75mm dia pipe Horizontal.	BI01010001010000000000000515BI0100001192	11648	R.M.
77	77	Providing & fixing PVC Covel . 75 mm dia	BI01010001010000000000000515BI0100001193	224	Nos
78	78	Providing & fixing of PVC door T of required degree insertion complete . 150 mm dia	BI01010001010000000000000515BI0100001195	224	Nos
79	79	100 mm dia	BI01010001010000000000000515BI0100001197	224	Nos
80	80	75mm dia	BI01010001010000000000000515BI0100001198	224	Nos
81	81	P \ F PVC Trap of self Cleansing Design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. Nahanni Trap 100mm dia inlet and 75 mm dia outlet.	BI01010001010000000000000515BI0100001199	896	Nos.
82	82	S' Trap 100mm dia inlet and 150mm dia outlet	BI01010001010000000000000515BI0100001200	224	Nos.
83	83	Providing and fixing to the inlet mouth of rain water pipe C.I. grating 100 mm diameter and weighing not less than 440 grams.	BI01010001010000000000000515BI0100001201	224	Nos
84	84	Cutting holes in wall including making good	BI01010001010000000000000515BI0100001202	672	Nos
85	85	Cutting holes upto 15*15 cm in R.C.C. floors & roofs	BI01010001010000000000000515BI0100001203	224	Nos
86	86	P / F unplasticified - 110 mm dia P. V. C pipe clips of approved design to unplasticised - P. V. C . rain waterpipes by means of 50 x 50 x 50mm hard wood plugs,screwed with M. S. screws of required length including cuitting brick work and fixing in cement mortor 1 : 4 (1cement : 4 coarse sand. )	BI01010001010000000000000515BI0100001204	2016	Rm
87	87	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal inner dia Pipes	BI01010001010000000000000515BI0100001205	896	Nos
88	88	25 mm nominal outer dia Pipes	BI01010001010000000000000515BI0100001206	196	Nos
89	89	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 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes.	BI01010001010000000000000515BI0100001207	4564	R.M.
90	90	20mm dia nominal outer dia pipes.	BI01010001010000000000000515BI0100001208	2296	R.M.
91	91	25mm dia nominal outer dia pipes.	BI01010001010000000000000515BI0100001209	1792	R.M.
92	92	Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore	BI01010001010000000000000515BI0100001210	224	Nos.
93	93	32 mm nominal bore	BI01010001010000000000000515BI0100001211	112	Nos.
94	94	Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than\n88 gms 15mm nominal bore, 86 mm long, weighing not less than 88 gms	BI01010001010000000000000515BI0100001212	672	Nos.
95	95	Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms	BI01010001010000000000000515BI0100001213	672	Nos.
96	96	Providing and fixing PTMT pillar cock of approved quality and colour 15 mm nominal bore, 107 mm long, weighing not less than 110 gms	BI01010001010000000000000515BI0100001214	224	Nos.
97	97	Supply delivery erection testing and commissioning the MS fabricated board of suitable size dust and worming proof painting with powder coated phosphatised paint on which the following supplied items shall be fixed as per direction of engineer in charge etc as required.	BI01010001010000000000000515BI0100001215	7	Nos
98	98	Supplying and fixing 2 + 4 way single door pre-wired SP&N MCBDB of steel sheet enclosure for 240 Volt on existing MS board complete with lose wire box, terminal connectors for all incoming and out going circuits duly pre-wired with 4sqmm FRPVC insulated copper conductor upto terminal block, tinned copper busbar neutral link, earth bar, din bar detachable gland plate interconnection powder coated including earthing etc as required incorporating the following items.	BI01010001010000000000000515BI0100001216	7	Nos
99	99	40Amp dubble pole 240Volt isolator in the existing MCBDB complete with connection testing and commessioning etc as required.	BI01010001010000000000000515BI0100001217	7	Nos
100	100	40Amp dubble pole 240Volt isolator in the existing MCBDB complete with connection testing and commessioning etc as required.	BI01010001010000000000000515BI0100001218	7	Nos
101	101	Total Pre Set. Number of stes required.	BI01010001010000000000000515BI0100001219	224	Set
102	102	Wiring for cuircuit / submain wiring along with earth wire with the following sizes of FRLSPVC insulated copper conductor single core cable in recessed medium class PVC conduit as required. 2x 1.5 sqmm + 1 x 1.5sqmm earth wire.	BI01010001010000000000000515BI0100001221	10080	Rm
103	103	2 x 2.5 sqmm + 1 x 2.5 sqmm earth wire.	BI01010001010000000000000515BI0100001222	3360	Rm
104	104	2 x 4 sqmm + 1 x 4 sqmm earth wire.	BI01010001010000000000000515BI0100001223	134.4	Rm
105	105	2 x 6 sqmm + 1 x 6 sqmm earth wire.	BI01010001010000000000000515BI0100001224	134.4	Rm
106	106	2 x 10 sqmm + 1 x 10 sqmm earth wire.	BI01010001010000000000000515BI0100001225	112	Rm
107	107	4 x 2.5 sqmm + 2 x 2.5 sqmm earth wire.	BI01010001010000000000000515BI0100001226	70	Rm
108	108	Wiring for light point, fan point, exhaust fan point, call bell point with 1.5 sqmm FRLSPVC insulated copper conductor single core cable in recessed medium class PVC conduite with 5 Amp piano type switch phenolic laminated sheet of suitable size with suitable size of MS box and earth the point with 1.5 sqmm FRPVC insulated copper conductor single core cable etc as required.	BI01010001010000000000000515BI0100001227	1120	Point
109	109	Group B (Medium point 4.51 - 7.5 mtrs)	BI01010001010000000000000515BI0100001228	1792	Point
110	110	Group C (Long point 7.51-10mtrs)	BI01010001010000000000000515BI0100001229	224	Point
111	111	Wiring for power plug point with 2 x 4 sqmm FRLSPVC insulated copper conductor single core cable in recessed medium class PVC Conduite along with 1 nos 4sqmm FRPVC insulated copper conductor single core cable for loop earthing as required.	BI01010001010000000000000515BI0100001230	3808	Rm
112	112	Supplying and fixing of following size of PVC conduite medium class along with accesseries in recess including cutting the wall and making good the same as required. 20mm dia	BI01010001010000000000000515BI0100001231	7168	Rm
113	113	25mm dia	BI01010001010000000000000515BI0100001232	1400	Rm
114	114	32mm dia	BI01010001010000000000000515BI0100001233	70	Rm
115	115	40mm dia	BI01010001010000000000000515BI0100001234	70	Rm
116	116	50mm dia	BI01010001010000000000000515BI0100001235	70	Rm
117	117	Supplying and fixing metal box of following sizes (nominal size) in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 75 mm X 75 mm X 60 mm deep	BI01010001010000000000000515BI0100001236	70	Each
118	118	100 mm X 100 mm X 60 mm deep	BI01010001010000000000000515BI0100001237	896	Each
119	119	150 mm X 75 mm X 60 mm deep	BI01010001010000000000000515BI0100001238	70	Each
120	120	150 mm X 150 mm X 60 mm deep	BI01010001010000000000000515BI0100001239	70	Each
121	121	180 mm X 100 mm X 60 mm deep	BI01010001010000000000000515BI0100001240	224	Each
122	122	200 mm X 125 mm X 60 mm deep	BI01010001010000000000000515BI0100001241	224	Each
123	123	200 mm X 150 mm X 60 mm deep	BI01010001010000000000000515BI0100001242	70	Each
124	124	200 mm X 150 mm X 75 mm deep	BI01010001010000000000000515BI0100001243	70	Each
125	125	200 mm X 250 mm X 60 mm deep	BI01010001010000000000000515BI0100001244	70	Each
126	126	200 mm X 250 mm X 75 mm deep	BI01010001010000000000000515BI0100001245	70	Each
127	127	Supply and fixing following piano type switch / socket on the existing switch box / cover including connection etc as required . 5/6 Amp switch.	BI01010001010000000000000515BI0100001246	4032	Nos
128	128	15/16 Amp switch.	BI01010001010000000000000515BI0100001247	1120	Nos
129	129	5 Pin 5/6 Amp socket outlet.	BI01010001010000000000000515BI0100001248	896	Nos
130	130	6 Pin 15/16 Amp socket outlet.	BI01010001010000000000000515BI0100001249	224	Nos
131	131	Bell Push.	BI01010001010000000000000515BI0100001250	224	Nos
132	132	Supplying and fixing 3 Pin 5/6 Amp ceiling rose on existing junction box cover plate of phenolic laminated sheet including connection etc as required at the termination point.	BI01010001010000000000000515BI0100001251	1344	Nos
133	133	Supplying and fixing call bell / buzzer suitable for single phase 230 volt complete as required.	BI01010001010000000000000515BI0100001252	224	Nos
134	134	Supplying, Installation, testing and commessioning of step type fan electronic regulator switch size 300 watt, 240 volt in existing switch box including connection with 1.5 sqmm FRPVC insulated copper conductor aingle core cable earthing etc as required.	BI01010001010000000000000515BI0100001253	448	Nos
135	135	Supplying and fixing batten / angle holder on wooden round block fixing on the wall including connection etc as required.	BI01010001010000000000000515BI0100001254	2016	Nos
136	136	Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing recessed PVC conduit as required. 1 x 1.5 sq. mm	BI01010001010000000000000515BI0100001255	700	Nos
137	137	2 x 1.5 sq. mm	BI01010001010000000000000515BI0100001256	1400	Nos
138	138	3 x 1.5 sq. mm	BI01010001010000000000000515BI0100001257	1400	Nos
139	139	4 x 1.5 sq. mm	BI01010001010000000000000515BI0100001258	1050	Nos
140	140	2 x 2.5 sq. mm	BI01010001010000000000000515BI0100001259	700	Nos
141	141	3 x 2.5 sq. mm	BI01010001010000000000000515BI0100001260	700	Nos
142	142	Providing and fixing circular / hexagonal cast iron or MS sheet box for ceiling fan clamp, internal dia 140mm, 73mm high, top lid of 1.5mm thick MS sheet with its top surface hacked for proper bonding, top lid shall be screwed in to the cast iron / MS sheet box by means of 3,3mm dia round headed screw, one lock at the corners. clamp shall be made of 12mm dia MS bar bent to shape as per standard drawing.	BI01010001010000000000000515BI0100001261	448	Nos
143	143	Plate earthing at a depth of 4.5 Mtrs	BI01010001010000000000000515BI0100001262	4	Nos
144	144	Earth work in foundation in ordinary soil ( loam clay,or sand ) including lift upto 1.5 metre ( 5 fts) and lead upto 30m. (100 fts.) and including filling watering and raming of excavated earth into the plinth and removal and disposal of surplus earth and directed by the Engineer - in - charge upto a distance of 30M. ( 100 fts ) from the foundation trenches.	BI01010001010000000000000515BI0100001263	14489.3	CUM
145	145	For additional lift of 1.5 mts.	BI01010001010000000000000515BI0100001264	667.5	Cum
146	146	Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand: 8 graded brick aggregate 40mm nominal size) including supply of all material labour and T&P etc.required for proper completion of work and curing complete, also including cost of formwork in foundation and floors.	BI01010001010000000000000515BI0100001265	596.51	Cum
147	147	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level	BI01010001010000000000000515BI0100001266	81.18	Cum
148	148	All works above plinth level upto floor V level	BI01010001010000000000000515BI0100001267	150.98	Cum
149	149	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 authorised over lapping shall be measured.	BI01010001010000000000000515BI0100001268	251.85	Qtl
150	150	First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work.	BI01010001010000000000000515BI0100001269	243.14	CUM
151	151	Brick work in comman burnt clay F.P.S (non-modular) bricks of class 7.5 in super structure above plinth in all shapes and sizes in cement mortar 1:4 ( 1 cement:4 coarse sand) in one brick thick walls	BI01010001010000000000000515BI0100001270	82.1	CUM
152	152	12mm thick cement plaster of mix 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001271	1525.63	Sqm
153	153	Mild steel or iron work in heavy size such as Trusses, Built up gates, door frames, record racks, roof work, gate etc wrought to required form including drilling holes, reviting or welding where necessary and also including supply of steel, bolts, nuts etc and their fixing required for proper completion of the work.	BI01010001010000000000000515BI0100001272	5354.09	Kg
154	154	Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give and even shade. Including supply of all labour, material and T & P required for proper completion of the work.	BI01010001010000000000000515BI0100001273	1525.63	Sqm
155	155	Earth work in cutting or in embankment in ordinary soil, excavation to be in form of regular pits not exceeding 1/2 mt (20\") in depth and earthwork in embankment to be in 20cm (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5mts (5fts) lifts and 30mt (100fts) lead. The earth from cutting to be used in making embankments or to be deposited as spoil banks with in 30 mts (100fts) distance as directed by the engineer in charge, including cartage of 8Km.	BI01010001010000000000000515BI0100001274	160.25	Cum
156	156	Construction of granular sub-base by providing well graded material, spreading in uniform layers with mortar grader on prepared surface and well compacted with smooth roller to achive the desired density as per technical specification clause 401	BI01010001010000000000000515BI0100001275	428.46	Cum
157	157	12 mm thick Plinth Plaster in 1 : 3 Cement & Coarse Sand mortar below plinth.	BI01010001010000000000000515BI0100001276	235.15	Sqm
158	158	Providing and laying cement concrete 1:2:4 (1 cement : 2 Coarse Sand : 4 graded stone aggregate 20mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of work and curing complete, also including cost of formwork in foundation and floors.	BI01010001010000000000000515BI0100001277	16.02	Cum
159	159	RCC work in cement approed coarse sand and 2 cm (3/4\") gauge approved stone ballast in the proportion of 1:2:4 in Slabs excluding supply of reinforcement and its binding but including its fixing and bending the same with 24 B.W.G.G.I binding wire and including necessary centring and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of work Binding wire cost being included in the item.	BI01010001010000000000000515BI0100001278	6	Cum
160	160	Providing and laying 80mm thick zig-zag shaped rubber mould interlocking ties compressive strength shall not be less than 30MPa and weight shall not be less than 5.50 Kg including 04cm thick cushion of local sand and 01cm thick layer spreading for joint filling including all material, labour and T&P all with respect to UPPWD specification and to the satisfaction of Engineer in Charge.	BI01010001010000000000000515BI0100001279	4484.36	Cum
161	161	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. Pipe	BI01010001010000000000000515BI0100001280	623.5	Mt
162	162	300 mm dia. R.C.C. Pipe	BI01010001010000000000000515BI0100001281	623.5	Mt
163	163	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete. 450 mm dia RCC pipes.	BI01010001010000000000000515BI0100001282	174	Mt
164	164	600 mm dia RCC pipes.	BI01010001010000000000000515BI0100001283	7	Mt
165	165	900 mm dia RCC pipes.	BI01010001010000000000000515BI0100001284	7	Mt
166	166	Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at\nthe external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	BI01010001010000000000000515BI0100001285	3	Each
167	167	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	BI01010001010000000000000515BI0100001286	124	Each
168	168	Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	BI01010001010000000000000515BI0100001287	191	Each
169	169	Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.	BI01010001010000000000000515BI0100001289	1357.9	Cum
170	170	Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).	BI01010001010000000000000515BI0100001290	339.48	Cum
171	171	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm	BI01010001010000000000000515BI0100001291	226.32	Cum
172	172	Rough dressing the trenched ground including breaking clods.	BI01010001010000000000000515BI0100001292	2263.17	Sqm
173	173	Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.	BI01010001010000000000000515BI0100001293	2263.17	Sqm
174	174	Fine dressing of the ground.	BI01010001010000000000000515BI0100001294	2263.17	Sqm
175	175	Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 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 earth shall be paid for separately).	BI01010001010000000000000515BI0100001295	1810.54	Sqm
176	176	Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)	BI01010001010000000000000515BI0100001296	271.58	Cum
177	177	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : Holes 1.2 m dia and 1.2 m deep	BI01010001010000000000000515BI0100001297	12	Each
178	178	Holes 90 cm dia, and 90 cm deep	BI01010001010000000000000515BI0100001299	30	Each
179	179	Holes 60 cm dia, and 60 cm deep	BI01010001010000000000000515BI0100001300	80	Each
180	180	Holes 45 cm dia, and 45 cm deep.	BI01010001010000000000000515BI0100001301	150	Each
181	181	Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge.	BI01010001010000000000000515BI0100001302	272	Each
182	182	Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge.	BI01010001010000000000000515BI0100001303	2263.17	sqm
183	183	Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Trees Plant Each	BI01010001010000000000000515BI0100001304	272	Each
184	184	Shrubs Plant Each	BI01010001010000000000000515BI0100001306	1200	Each
185	185	Hedge Plant Each	BI01010001010000000000000515BI0100001307	2000	Each
186	186	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 100 mm dia Ductile Iron Class K-7 pipes	BI01010001010000000000000515BI0100001308	700	Rmt
187	187	150 mm dia Ductile Iron Class K-7 pipes	BI01010001010000000000000515BI0100001309	100	Rmt
188	188	200 mm dia Ductile Iron Class K-7 pipes	BI01010001010000000000000515BI0100001310	380	Rmt
189	189	250 mm dia Ductile Iron Class K-7 pipes	BI01010001010000000000000515BI0100001311	12	Rmt
190	190	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :	BI01010001010000000000000515BI0100001312	576	Rmt
191	191	Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket 100 mm dia pipes	BI01010001010000000000000515BI0100001313	120	Joint
192	192	150 mm dia pipes	BI01010001010000000000000515BI0100001314	20	Joint
193	193	200 mm dia pipes	BI01010001010000000000000515BI0100001315	64	Joint
194	194	250 mm dia pipes	BI01010001010000000000000515BI0100001316	2	Joint
195	195	Providing and laying D.I. specials of class K-7 suitable for push-on jointing as per IS : 9523 : Up to 600 mm dia	BI01010001010000000000000515BI0100001317	60	quintal
196	196	Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 50 mm dia	BI01010001010000000000000515BI0100001318	7	Nos
197	197	80 mm dia	BI01010001010000000000000515BI0100001319	7	Nos
198	198	100 mm dia	BI01010001010000000000000515BI0100001320	2	Nos
199	199	Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter	BI01010001010000000000000515BI0100001321	7	Nos
200	200	150 mm diameter	BI01010001010000000000000515BI0100001322	2	Nos
201	201	200 mm diameter	BI01010001010000000000000515BI0100001323	1	Nos
202	202	250 mm diameter	BI01010001010000000000000515BI0100001324	1	Nos
203	203	Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5	BI01010001010000000000000515BI0100001325	5	Each
204	204	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 : With common burnt clay F.P.S.(non modular) bricks of\nclass designation 7.5	BI01010001010000000000000515BI0100001326	8	Each
205	205	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	BI01010001010000000000000515BI0100001327	3	Each
206	206	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	BI01010001010000000000000515BI0100001120	6	Each
207	207	Earth work in cutting or in embankment in ordinary soil, excavation to be in form of regular pits not exceeding 1/2 mt (20\") in depth and earthwork in embankment to be in 20cm (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5mts (5fts) lifts and 30mt (100fts) lead. The earth from cutting to be used in making embankments or to be deposited as spoil banks with in 30 mts (100fts) distance as directed by the engineer in charge, including cartage of 8Km.	BI01010001010000000000000515BI0100001121	3551.8	Cum
208	208	Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.\nNote: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity)	BI01010001010000000000000515BI0100001122	20	Sqm

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Construction Of Accommodation And Development Work -Civil Work Gram Devanandpur Me 204 G3 Pradhan Mantra Awas Bhawano Ka Nirman Evm Antrik Vikas Karya, Raebareli-Uttar Pradesh

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Construction Of Accommodation And Development Work -Civil Work Gram Devanandpur Me 204 G3 Pradhan Mantra Awas Bhawano Ka Nirman Evm Antrik Vikas Karya, Raebareli-Uttar Pradesh

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