Construction Of Stair , Urinals , Pathway Fending Etc . At Perwa Ghagh In Torpa Block , District Khunti . , Torpa Block, District Khunti.-Jharkhand

TDR : 21387370

Tender Notice
BOQ

Expired

Torpa Block, District Khunti. , Jharkhand

Tender Brief : Construction Of Stair , Urinals , Pathway Fending Etc . At Perwa Ghagh In Torpa Block , District Khunti .

Document Fees
₹ 10000 /-

EMD
₹ 111000.0 /-

Tender Value
₹ 55.31 Lakhs /-

Submission Date
22-08-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of Stair, Urinals, Pathway Fending etc. at Perwa Ghagh in Torpa block, district Khunti.
1	1	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1 + 5.1.2)	BI01010001010000000000000515BI0100001112	169.924	CUM
2	2	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).((5.1.10)	BI01010001010000000000000515BI0100001113	84.9618	CUM
3	3	Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.(8.6.8)	BI01010001010000000000000515BI0100001114	84.9618	CUM
4	4	Providing P.C.C.M - 200with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.(5.3.2.1)	BI01010001010000000000000515BI0100001115	84.9618	CUM
5	5	Earthwork in filling road embankment shoulder with hard soil do…do… All complete job.(5.1.7)	BI01010001010000000000000515BI0100001116	67.9694	CUM
6	6	Carriage of Materials\n\nCement 10 km lead (Pucca)	BI01010001010000000000000515BI0100001117	35.6467	MT
7	6.01	Sand 10 km lead (Pucca)	BI01010001010000000000000515BI0100001118	122.82	CUM
8	6.02	Stone chips 30 km lead (Pucca)	BI01010001010000000000000515BI0100001119	72.8972	CUM
9	6.03	Stone boulder 30 km lead ( Pucca)	BI01010001010000000000000515BI0100001120	84.9618	CUM
10	7	Dismentaling plain cementconcrete or limeconcrete work including stacking of serviceable materials stacking …do…do…E/I.(5.10.2)	BI01010001010000000000000515BI0100001121	127.443	CUM
11	8	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1 + 5.1.2)	BI01010001010000000000000515BI0100001122	254.885	CUM
12	9	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).(5.1.10)	BI01010001010000000000000515BI0100001123	127.443	CUM
13	10	Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.(8.6.8)	BI01010001010000000000000515BI0100001124	127.443	CUM
14	11	Providing P.C.C.M - 200with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.(5.3..2.1)	BI01010001010000000000000515BI0100001125	84.1121	CUM
15	12	Earthwork in filling road embankment shoulder with hard soil do…do… All complete job.(5.1.7)	BI01010001010000000000000515BI0100001126	84.1121	CUM
16	13	Providing R.R. Stone masonry work cement mortar in C M (1:3 )…do….do...all complet as per as per specfication .(12.7b)	BI01010001010000000000000515BI0100001127	122.342	CUM
17	14	Providing P.C.C.M - 200with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.(5.3.2.1)	BI01010001010000000000000515BI0100001128	91.7587	CUM
18	15	Providing 25mm thick c.p. in CM (1:4) all complet as per as per deawing and technical specfication .(5.5.5)	BI01010001010000000000000515BI0100001129	52.6952	CUM
19	16	Chequerred precast concrete tiles 22mm thickin footpath & courtyard jointed with neet cement slurry mixed with pigment yo match the shade 0f tiles ..do…do ..E/I.(DSR/11.20.2)	BI01010001010000000000000515BI0100001130	1104.09	CUM
20	17	Supplying, fitting & fixing 40mm dia G.I. pipe in hand rail ….do…do…E/I.(5.3.25)	BI01010001010000000000000515BI0100001131	548.78	CUM
21	18	Providing two coats paintoing with ready mixed paint …do…do…E/I.(5.8.43)	BI01010001010000000000000515BI0100001132	418.216	CUM
22	19	Carriage of Materials\n\nCement 10 km lead (Pucca)	BI01010001010000000000000515BI0100001133	83.5286	MT
23	19.01	Sand 10 km lead (Pucca)	BI01010001010000000000000515BI0100001134	255.392	CUM
24	19.02	Stone chips 30 km lead (Pucca)	BI01010001010000000000000515BI0100001135	158.284	CUM
25	19.03	Stone boulder 30 km lead ( Pucca)	BI01010001010000000000000515BI0100001136	249.788	CUM
26	20	Barbed wire fencing (2.2x2.5mm,12x12) galvanised wire for fencing ……do ….E/I.(Page 29 item 29))	BI01010001010000000000000515BI0100001137	81.91	CUM
27	21	Labour for fitting & fixing G.I. Babed wire fencing in four row 1.25m height and two diagonals in cenent post at 2.5m centres in cluding cost of staples ….do…do…E/I. (5.5.21)	BI01010001010000000000000515BI0100001138	100	CUM
28	22	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1 + 5.1.2)	BI01010001010000000000000515BI0100001139	21.2404	CUM
29	23	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).(5.1.10)	BI01010001010000000000000515BI0100001140	1.77004	CUM
30	24	Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.(8.6.8)	BI01010001010000000000000515BI0100001141	3.54007	CUM
31	25	Providing P.C.C.M - 200with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.(5.3..2.1)	BI01010001010000000000000515BI0100001142	3.54007	CUM
32	26	Providing R.C.C. M-20 with nominal mix of (1:1.5:3) in FOUNDATION and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.5.1)	BI01010001010000000000000515BI0100001143	3.54007	CUM
33	27	Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in STIFFNERS with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. (5.3.12)	BI01010001010000000000000515BI0100001144	5.66412	CUM
34	28	Providing T.M.T. Reinforcement of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. (5.5.4)\n	BI01010001010000000000000515BI0100001145	0.679	MT
35	29	Carriage of Materials\n\nCement 10 km lead (Pucca)	BI01010001010000000000000515BI0100001146	5.35065	CUM
36	29.01	Sand 10 km lead (Pucca)	BI01010001010000000000000515BI0100001147	8.64733	CUM
37	29.02	Stone chips 30 km lead (Pucca)	BI01010001010000000000000515BI0100001148	10.9346	CUM
38	29.03	Stone boulder 30 km lead ( Pucca)	BI01010001010000000000000515BI0100001149	3.54007	CUM
39	30	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in hard soil (vide classification of soil item -B) all complete as per approved design, building specification and direction of E/I . . (5.1.1 + 5.1.2) \n	BI01010001010000000000000515BI0100001150	19.5434	CUM
40	31	Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5M . All complete as per building specification and direction of E/I. (Mode of measurement compacted volume).(5.1.8)	BI01010001010000000000000515BI0100001151	11.3821	CUM
41	32	Providing coarse clean SAND FILLING in foundation trenches or plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lift including cost of materials, labour, royalty & taxes all complete as per building specification and direction of E/I.(5.1.10)	BI01010001010000000000000515BI0100001152	2.73433	CUM
42	33	Providing designation 75B one BRICK FLAT SOILING joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.(5.6.3)	BI01010001010000000000000515BI0100001153	35.2888	SQM
43	34	Providing P.C.C. M-200 with nominal mix (1:3/2:3) in foundation & plinth with approved Quality of stone metal grade-III (50 mm to 25 mm size) clean coarse and of FM2.5 to 3 including screening shuttering mixing cement concrete in cement mixer, curing, royalty and taxes all ---------do------E/I.(5.3.2.1)	BI01010001010000000000000515BI0100001154	5.54972	CUM
44	35	Providing designation 75B brick work in C.M (1:6) in foundation with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.(5.2.6)	BI01010001010000000000000515BI0100001155	3.20605	CUM
45	36	Providing R.C.C. M-200 with nominal mix (1:3/2:3) in foundation & plinth with approved Quality of stone metal grade-III (50 mm to 25 mm size) clean coarse and of FM2.5 to 3 including screening shuttering mixing cement concrete in cement mixer, E/I.(5.3.5.1)	BI01010001010000000000000515BI0100001156	1.297	CUM
46	37	Providing R.C.C. M-200 with nominal mix (1:3/2:3) IN PLINTH BEAM with approved quality of stone chips 20 mm to 6 mm size grade and clean course sand of FM 2.5 to 3 including screening, shuttering, mixing cement concrete ---------do-------E/I.(5.3.11)	BI01010001010000000000000515BI0100001157	1.29437	CUM
47	38	Providing designation 75B brick work in C.M (1:6) in foundation with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.(5.2.14)	BI01010001010000000000000515BI0100001158	10.7275	CUM
48	39	Providing R.C.C. M- 200 with nominal mix of (1:2:4) in lintel with approved quality of stone ships 20 mm 6 mm. size graded and clean coarse sand of F.M. 2.5 to 3 including screening. Centering shuttering mixing –do—E/I.(5.3.8.1)	BI01010001010000000000000515BI0100001159	0.6425	CUM
49	40	Providing R.C.C. M- with nominal mix (1:1.5:3) in BEAMS in roof level with Approved quality of ston chips 20 mm to 6 2.5 to 3 including screening shuttering, mixing Cement concrete in concrete mixer and placing In position, vibrating, striking, curing (but Excluding the cost of reinforcement) royalty And taxes all complete job as per building \nSpecification and director E/I..(5.3.11)	BI01010001010000000000000515BI0100001160	1.29438	CUM
50	41	Providing R.C.C M 200 with nominal mix of (1:3/2:3) in Column withwith Approved quality of ston chips 20 mm to 6 2.5 to 3 including screening shuttering, mixing Cement concrete in concrete mixer and placing In position, vibrating, striking, curing (but Excluding the cost of reinforcement) royalty And taxes all complete job as per building \nSpecification and director E/I..(5.3.14)	BI01010001010000000000000515BI0100001161	0.7225	CUM
51	42	Providing R.C.C M 200 with nominal mix of (1:3/2:3) in Roof slab with with Approved quality of ston chips 20 mm to 6 2.5 to 3 including screening shuttering, mixing Cement concrete in concrete mixer and placing In position, vibrating, striking, curing (but Excluding the cost of reinforcement) royalty And taxes all complete job as per building \nSpecification and director E/I..(5.3.9.1)	BI01010001010000000000000515BI0100001162	2.29997	CUM
52	43	Providing T.M.T. reinforcement of following dia rods as per approved design and drawing including carriage of M.S. Rods of (straight or in coils) to work site cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/ I \n\n(5.5.5(a))	BI01010001010000000000000515BI0100001163	0.362435	MT
53	43.01	(5.5.5(b))	BI01010001010000000000000515BI0100001164	0.120812	MT
54	43.02	(5.5.5(c))	BI01010001010000000000000515BI0100001165	0.120812	MT
55	44	Providing 12mm thick cement plaster (1:6) in WALL with materials ---do --- complete job as per specification and direction of E/I.(5.7.3)	BI01010001010000000000000515BI0100001166	75.5779	SQM
56	45	Providing 6mm . thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all lead and lifts of water , scaffolding taxes and royalty all complete as per building specification and direction of E/I.(5.7.6) .	BI01010001010000000000000515BI0100001167	12.4046	SQM
57	46	Providing and laying 20 mm , thick white kotah stone slab flooring of approved quality over 19mm . thick base of lime mortar (1:1:1) (Lime putty: surkhi coarse sand) laid and joined with white cement slurry including rubbing and polishing ----do----600x600 mm size(5.6.19(iv))	BI01010001010000000000000515BI0100001168	12.6597	SQM
58	47	Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including including rubbing, polishing and cost of curing taxes and royalty all complete as per building specification and direction of E/I.(5.6.23.1)	BI01010001010000000000000515BI0100001169	34.3684	SQM
59	48	Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a\nwall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred\nat corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S.\nsquare tube, the vertical door frame profiles to be reinforced with 19x19 mm\nM.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided\nthrough out the frame. The door frame to be fixed to the wall using M.S. screws\nof 65/100 mm size, complete as per manufacturer’s specification and direction\nof Engineer- in-Charge.(D.S.R/9.119.1)	BI01010001010000000000000515BI0100001170	11.5401	SQM
60	49	Providing and fixing factory made panel PVC door shutter consisting of frame\nmade out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for\nstyles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel\n do.......do........do\nper direction of Engineer-in-charge, manufacturer's specification & drawing.(DSR/9.120.1)	BI01010001010000000000000515BI0100001171	3.15	SQM
61	50	Supplying , fitting and fixing fully glazed steel door, windows or ventilation of standard rolled ‘Z’ and mullion steel sections and size as per IS – 1038 joints met and weleded with 100x16x3mm M.S. lugs fixed in cement concrete (1:2:4) block 15x10x10cm, size including cost of oxidized iron fittibgs, with hinges, handle per steps, catch springs, 3mm thick plainE/I.(5.5.18)	BI01010001010000000000000515BI0100001172	0.4113	SQM
62	51	Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the pals treed surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I ..(5.8.24)	BI01010001010000000000000515BI0100001173	55.4594	SQM
63	52	Providing two coat of dry distamper of approved shade and make over a primer coat of washing over new surface……do…..E/I..(5.8.15)	BI01010001010000000000000515BI0100001174	17.2226	SQM
64	53	Providing and fixing white vitreous white glazed earthenware indian squating type 600x350mm urinal plate with white PVC automatic flushing cistern, parryware/Hindware with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass with waste fitting as per IS : 2566 P.V.C. trap with outlet grating and other couplings in C.P. brass including parenting of fitting and cutting and making good the walls and floors wherever required.. (3.2.4 b)	BI01010001010000000000000515BI0100001175	2	NO
65	54	Carriage of cost\n\n(I) sand	BI01010001010000000000000515BI0100001176	13.276	CUM
66	54.01	(II) Stone chips	BI01010001010000000000000515BI0100001177	10.8763	CUM
67	54.02	(III) Bricks	BI01010001010000000000000515BI0100001178	4.92517	Thousand
68	54.03	(IV) Cement	BI01010001010000000000000515BI0100001179	2.20934	CUM
69	54.04	(v) Steel	BI01010001010000000000000515BI0100001180	0.559	MT
70	55	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1 + 5.1.2)	BI01010001010000000000000515BI0100001181	9.91221	M3
71	56	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).(5.1.10)	BI01010001010000000000000515BI0100001182	1.29312	M3
72	57	Providing designation 75A one BRICK FLAT SOILING joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.(5.6.3)	BI01010001010000000000000515BI0100001183	16.974	M2
73	58	Providing P.C.C.M - 200with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.(5.3..2.1)	BI01010001010000000000000515BI0100001184	2.18837	NM3
74	59	Earthwork in filling road embankment shoulder with hard soil do…do… All complete job.(5.1.7)(1/3X9.91=3.33)(5.1.7)	BI01010001010000000000000515BI0100001185	3.33	M3
75	60	Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I. (5.2.3 )	BI01010001010000000000000515BI0100001186	4.62883	M3
76	61	Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge. ( 5.2.11)	BI01010001010000000000000515BI0100001187	3.76097	M3
77	62	Providing 12 mm Thk. cement plaster(1:6) on inside walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. (5.7.3)	BI01010001010000000000000515BI0100001188	32.8253	M2
78	63	Making Soak Pit 2.5 m diameter 3.0 meter deep with 45x45cm dry briick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standerd design. (D.S.R 19.32)	BI01010001010000000000000515BI0100001189	1	NO
79	64	Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including including rubbing, polishing and cost of curing taxes and royalty all complete as per building specification and direction of E/I.(5.6.23.1)	BI01010001010000000000000515BI0100001190	39.8885	M2
80	65	Providing and fixing white vitreous china flat back half stall urinal of 580X380X350mm with white PVC automatic flushing cistern, parryware/Hindware with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass with waste fitting as per IS : 2566 P.V.C. trap with outlet grating and other couplings in C.P. brass including parenting of fitting and cutting and making good the walls and floors wherever required.. (3.2.3A)	BI01010001010000000000000515BI0100001191	3	NO
81	66	Carriage of cost\n\n(I) sand	BI01010001010000000000000515BI0100001192	5.91388	M3
82	66.01	(II) Stone chips	BI01010001010000000000000515BI0100001193	1.96953	M3
83	66.02	(III) Bricks	BI01010001010000000000000515BI0100001194	3.957	Thas.
84	66.03	(IV) Cement	BI01010001010000000000000515BI0100001195	1.63796	MT
85	67	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1 + 5.1.2)A)20%HARD SOIL	BI01010001010000000000000515BI0100001196	3.62504	M3
86	68	B)80%SOFT ROCK (12.1. IIB)	BI01010001010000000000000515BI0100001197	14.5001	M3
87	69	Providing P.C.C.M - 200with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.(5.3..2.1)	BI01010001010000000000000515BI0100001198	2.60195	M3
88	70	Providing R.C.C. M-20 with nominal mix of (1:1.5:3) in FOUNDATION and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.5.1)	BI01010001010000000000000515BI0100001199	2.60195	M3
89	71	Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in STIFFNERS with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. (5.3.12)	BI01010001010000000000000515BI0100001200	3.30211	M3
90	72	Providing T.M.T. Reinforcement of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. ( ,5.5.4,)\n	BI01010001010000000000000515BI0100001201	0.826	MT
91	73	Providing 25mm anchor bar-----do-----E/I (5.5.24a iv)\n\n40 no.x1.60x3.85=246.4kg or.246 M.T	BI01010001010000000000000515BI0100001202	0.246	MT
92	74	Providing angle frame for steel bridge(page 22-(bii)wt -9.4kg /m	BI01010001010000000000000515BI0100001203	0.358234	MT
93	75	Providing gci sheet fitted on angle frameof 28 guagewt-3.814kg/m2(page 23-(e-i)	BI01010001010000000000000515BI0100001204	0.0399999	mt
94	76	Supply & fixing 20 mm dia bar im long holding down bolt ewith nut ,washers 100x100x6mm plte fitted & fixed with cement conrete…do…e/i.(5.5.19)	BI01010001010000000000000515BI0100001205	20	NO
95	77	Labour for fabricating .erecting, hosting &fixing in postion structural steel work in R.S. JOIST,CHANEL,ANGLE,STAIR ……..dO…do…E/I.(5.5.28)	BI01010001010000000000000515BI0100001206	0.4	MT
96	78	Supplying, fitting & fixing 40mm dia G.I. pipe in hand rail ….do…do…E/I.(5.3.25)	BI01010001010000000000000515BI0100001207	18.2927	M
97	79	Providing two coats paintoing with ready mixed paint …do…do…E/I.(5.8.43)	BI01010001010000000000000515BI0100001208	33.4572	M2
98	80	Carriage of Materials\n\nCement 10 km lead (Pucca)	BI01010001010000000000000515BI0100001209	3.57123	MT
99	80.01	Sand 10 km lead (Pucca)	BI01010001010000000000000515BI0100001210	3.64909	M3
100	80.02	Stone chips 30 km lead (Pucca)	BI01010001010000000000000515BI0100001211	7.29816	M3
101	81	ADD 12%GST	BI01010001010000000000000515BI0100001212	4.88971e+06	Rs.
102	82	Add Labour cess @ 1%	BI01010001010000000000000515BI0100001213	5.47648e+06	Rs.

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Construction Of Stair , Urinals , Pathway Fending Etc . At Perwa Ghagh In Torpa Block , District Khunti . , Torpa Block, District Khunti.-Jharkhand

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Construction Of Stair , Urinals , Pathway Fending Etc . At Perwa Ghagh In Torpa Block , District Khunti . , Torpa Block, District Khunti.-Jharkhand

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