Construction Of Mini Rural Pipe Water Supply Scheme Through Hydt Village-Dorma ( Nichey Tola ) , Panchayat- Dorma , Block-Torpa , Dist . Khunti ( Group No-4 ) , Torpa,Khunti-Jharkhand

TDR : 24948400

Tender Notice
BOQ

Expired

Torpa,Khunti , Jharkhand

Tender Brief : Construction Of Mini Rural Pipe Water Supply Scheme Through Hydt Village-Dorma ( Nichey Tola ) , Panchayat- Dorma , Block-Torpa , Dist . Khunti ( Group No-4 )

Document Fees
₹ 5000 /-

EMD
₹ 35000.0 /-

Tender Value
₹ 17.46 Lakhs /-

Submission Date
27-07-2020

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Name of Work: Estimate for Construction of Mini Rural Pipe Water Supply Scheme through HYDT with Solar Submersible Pump, 5000 Ltr. Capacity Polythene Water Storage Tank over 6.50 mtr RCC Staging in Village-Dorma (Nichey Tola), Panchayat- Dorma, Block-Torpa,Dist.Khunti(Group No-4)
1	1	COST OF GEO physical investigation	1	Each
2	2	(i) from 0 to 50mm below G/L	50	P/M
3	3	(ii) from 50 to 275m onward	250	P/M
4	4	Supplying all tools materilas and lowring of 200mm dia M.S.E.R.S casing pipe 6mm thick in wall etc. do…………do…as per E/I	24	P/M
5	5	Supplying all materilas labors tools and equipments for fitting and fixing MS cap etc.do…………do………. As per E/I	1	each
6	6	Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I \n4x 1.00x 1.00x 1.80= 7.2m3\n	7.2	per m3
7	7	Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. \n4x1.00x1.00x0.1= 0.4 M3\n2.1x2.1x0.1= 0.44 m3	0.84	M3
8	8	Providing designation 75 A one brick flat soling joints filled with local sand inculding cost of watering taxes royalty all complete as per building specification and direction of E/E \n4x1.00x1.00= 4.00 M2\n2.10x2.10 = 4.41 M2\n = 8.41 M2	8.41	per m2
9	9	Providing P.C.C M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 50mm to 25mm size graded and clean coarse sand of F.M. 2.5 to 3 including sereening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and roalty all complete as per building specification and idrection of E/I. \n4x1.00x1.00x0.1= 0.4 M3	0.4	M3
10	10	Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in Foundation etc………….as per direction of E./I \n4x1.00x1.00x0.15= = 0.60 m3\n4x {(1.00+0.35/2) x (1.00+0.35/2)} x 0.375 = 0.683 m3\n = 1.283 m3	1.283	M3
11	11	Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in Column etc………….as per direction of E./I.\n 4x0.25x0.25x8.80= 2.20 M3\nDeduction 4x0.25x0.25x25 = 0.06 M3\n 4x0.25x0.25x0.30= 0.07 M3\n 4x0.25x0.25x0.15= 0.04 M3\nNet 2.2-0.17 = 2.03 M3	2.03	M3
12	12	Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in Beam etc………….as per direction of E./I.\nTie Beam 4x2.35x0.25x0.25= 0.588 M3 \nBracing Beam 4x2.35x0.25x0.25= 0.588M3\nBottom Beam 4x2.35x0.25x0.30= 0.70 M3\nCross Beam 2x2.60x0.25x0.25= 0.325 M3\n = 2.20 M3\n	2.2	M3
13	13	Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in Roof Slab etc………….as per direction of E/I.\n 1x3.20x3.20x0.15= 1.54 M3\nLanding 2x1.00x1.00x0.15= 0.30 M3\nRCC Post 8x1.00x0.15x0.15= 0.18 M3\n = 2.02 M3	2.02	M3
14	14	Providing Designation75 A brick work in C.M (1:4) in foundation and plinth do………..do E./I.\n 12.30x0.125x1.5 = 2.31 M3\nDeduction 1.00x1.5x0.125 = 0.187 M3\n = 2.123 M3	2.123	M3
15	15	Providing 12 mm thick cement plaster (1:34) with clean coarse sand etc……………..do do…………….E/I.\nParapet 12.80x1.625 = 20.80 M2\n 12.50x1.50 = 18.82 M2\nColumn 4x1.00x8.80 = 35.20 M2\nBracing 2x4x2.35x1.00 = 18.80 M2\nCross Beam 2x2.10x0.75 = 3.15 M2\nCeiling 3.5x3.50 = 12.50 M2\nLanding 2x1.30x1.30 = 3.38 M2\nRCC Post 8x0.60x1.00 = 4.80 M2 \n = 116.78 M2\nNet P/A 116.78-1.00x1.50x2 = 116.78-3.00\n = 113.78 M2	113.78	M2
16	16	Providing two coat of snowcem over new surface of approved colour etc. do.do..E/I.\n	113.08	M2
17	17	Providing MS Reinforcement in RCC work\n7.533 M3 x 1.5% x 7.85 = 0.887 MT	0.887	MT
18	18	Providing M.S. Ladder	7.5	Mtr
19	19	S/F/F 20 mm dia G.I. pipe for ralling	14.5	M
20	20	Providing designation 75 A brick work in cement mortar (1:6) in foundation and plinth with approved quality of clean coarse sand of F.m2 t 2.5 including providing 10mm thick mortar joints, cost of screeining materials raking out joint to 15mm depth, curing, taxes and royality all complete as per building specification and direction of E/I. \nE/I. 4x2.10x0.3x0.25 =063 M3	0.63	M3
21	21	Earth work in Back Filling \n7.20 x 2/3rd = 4.75 m3	4.75	M3
22	22	Supplying and storing Polythene water storage tank of ISI mark (eg. Syntax/Sinter/Himgiri/Gangotri etc) three layers with cover & locking systems etc all complete Job as per direction of E/I.	5000	Ltr
23	23	Carriage of materials
24	24	a) cement+rod- 10 Kms lead	5.14	MT
25	25	b) sand-20 Km lead	6.386	M3
26	26	c) stone chips-20 Km lead	6.81	M3
27	27	d)Brick-10 Km lead	1.392	Nos
28	28	Supplying, installation & commissioning of 2H.P.(1800 Wp) solar water pumping system having discharges 1.77 LPS on 75M head including SPV modules of suitable rating, solar water pump, power conditioning unit, mountion structure, cables & hard ware junction box, earthing Kit, Lighting Conductor, HDPE pipe for suction,S.S straining wire for pump,G.I.fittings, suitable capacity MCB with array box all complete with 2years faultless operation warranty, 10 year limited warranty for SPV modules & one year for balance system against manufacturing defect etc,all complete.
29	29	S/F/F 2mm thick ms box including cost of cutting, fabrication, smooth building, hings, handle, ring, L drop with loking arrangement system and applying a priming red lead paint over steel surface etc all complete all taxes as per specification and direction of E/I.\n4x0.6x0.6+2x0.6x0.3=1.80 [email protected]/m2= 28.26 K.G.	1	each
30	30	S/F/F 2mm thick ms box including cost of cutting, fabrication, smooth building, hings, handle, ring, L drop with loking arrangement system and applying a priming red lead paint over steel surface etc all complete all taxes as per specification and direction of E/I.\n4x0.6x0.6+2x0.6x0.3=1.80 [email protected]/m2= 28.26 K.G.	1	L.S.
31	31	Providing & supplying G.I pipe approved basis rates of materalals for prepearatration of rate only (materials should confirm to relevant B.I.S. specification) of the rate if inclusive of all taxes, royality carriage etc.
32	32	50 mm dia	50	p/m
33	33	add 5% extra for specials	1	Nos
34	34	Providing and fixing G.M. N.R valve (Horizontal) of approved quality all complete as per sepecifiation & direction of E/I.
35	35	50 mm dia	1	each
36	36	Earth Work in excavation of foundation in laying of different types and sizes of pipes so as to give 1mtre averege cover over the socket of pipe with disposel of excavated earth within initials led and lift as per specification & direction of E/I (for classification of soil item B)
37	37	50 mm dia 38 x0.5x1.05 =19.95M2
38	38	5% extra for junction=1 M2
39	39	Total 20.95 M3	20.95	P/M3
40	40	Supplying labour & Tools for laying jointing & testing G.I pipes in trenches night guards barrarers & rad lights to safe guard against accident all complete as per specification and direction of E/I.
41	41	50 mm dia	50	P/M
42	42	Earth Work in back filling in trenches after laying different types & sizes of pipes with earth removed during excavation within initials lead and lift as per specification and direction of E/I.
43	43	Taking as 80 % of total earth work
44	44	20.95x80%=16.76M3	16.76	P/M3
45	45	Earthwork in excavation ( As per I.S.3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-Charge (b) as per classification of soil item –B
46	46	900.00x0.50x1.00 = 450.00
47	47	Add. Extra for 5% For Socket = 22.5\nTotal= 450+22.50=472.50
48	48	Assuming 80% of total Earth work of taken classification soil item – B i.e. =378.00	504	Cum.
49	49	Earth Work in excavation of foundation trenches as per design section in ordinary soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (50 M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5m as per specification and direction of E/I in ordinary or soft rock (where blasting is not required)
50	50	Balance 20% of total Earth work of taken classification soil item– C i.e.= 126.00	126	Cum.
51	51	Supplying tools and cutting road as well restoring the same as per specification and direction of E/I
52	52	(a) Puuca Road (Except Black top only taken out material to be used) for cutting road as per requirement. \n20.00 x 0.50 x 0.50 = 10 M3	10	Sqm
53	53	Water Bound Macadam road (taken out material will be used) for cutting road as per requirement.\n70.00 x 0.50 x =35.00	35	Sqm
54	54	Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 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/I.\nMeasurement Taken By Item No. 3	5	Cum
55	55	Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of Engineer-in-Charge (for classification of Soil item B & C)
56	56	Taken as 80% of total earth work i.e= 504	504	Cum
57	57	Supplying all materials labours & laying of PVC Pipe (SH-40) of approved make in trenches with Shocket, red lead, yarn , screw joint & cutting pipe to size & threading & ends were neccessory etc all complet job.
58	58	50 mm dia	300	Mtr
59	59	40 mm dia	400	Mtr
60	60	32 mm dia	500	Mtr
61	61	Providing & fixing of GI fitting as per approved make etc all complete as per specification & direction of E/I.
62	62	Shocket
63	63	50 mm dia	96	Each
64	64	40 mm dia	124	Each
65	65	32 mm dia	160	Each
66	66	Elbow
67	67	50 mm dia	6	Each
68	68	40 mm dia	10	Each
69	69	32 mm dia	20	Each
70	70	T-Plain
71	71	50 mm dia	9	Each
72	72	40 mm dia	15	Each
73	73	32 mm dia	18	Each
74	74	Reducing Shocket
75	75	50 mm dia	4	Each
76	76	40 mm dia	5	Each
77	77	Nipple
78	78	50 mm dia	6	Each
79	79	40 mm dia	10	Each
80	80	32 mm dia	20	Each
81	81	Plug
82	82	50 mm dia	2	Each
83	83	40 mm dia	5	Each
84	84	32 mm dia	8	Each
85	85	Reducing Tee
86	86	50 mm dia	5	Each
87	87	40 mm dia	7	Each
88	88	32 mm dia	9	Each
89	89	Union Shocket
90	90	50 mm dia	4	Each
91	91	40 mm dia	10	Each
92	92	32 mm dia	15	Each
93	93	Long Thread
94	94	50 mm dia	3	Each
95	95	Providing and fixing Gun metal Full way Valve of approved quality , all complete as per specification and direction of E/I. nalysis Attached)
96	96	50 mm dia	4	Each
97	97	40 mm dia	4	Each
98	98	32 mm dia	5	Each
99	99	Providing & fixing D.F. Sluice Valve of approved quality as per specification & direction of E/I.\n50 mm dia weight not less than 1 K.G.	1	Each
100	100	Providing and constructing B.B masonry valve chamber with15 cm thick 1:3:6 proportion P.C.C bending, excluding excavation,B.B masonry in C.M 1:5 Proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge.
101	101	As above of 95 x 45 cm internal size and depth up to 1.2 M .	6	Each
102	102	HOUSE CONNECTION	1	Nos
103	103	House for 65 Nos House Connection x3017.03	65	Nos
104	104	Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item- A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
105	105	4.20 x 0.50 x 0.625 = 1.31 m3	1.31	m3
106	106	Providing, coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials ,labour ,royalty & taxes all complete as per building specification & direction of E/I.(mode of measurement compacted volume)\n
107	107	4.20 x 0.50 x 0.075 = 0.157m3	0.157	m3
108	108	Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering ,taxes ,royalty all complete as per building specification and direction of E/I.
109	109	4.20 x 0.50 = 2.10 m2	2.1	m2
110	110	Providing P.C.C.M.-150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade-III (50 mm to 25mm. size) 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
111	111	4.20 x 0.50 x 0.10 = 0.21 m3	0.21	m3
112	112	Providing designation 75 A brick work in C.M. (1:6) in foundation and 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 and royalty all complete as per building specification and direction of E/I.\n
113	113	4.20 x 0.25 x 0.82 = 0.86 m3	0.86	m3
114	114	Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing, with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specificat i o n a n d direction of E/I.
115	115	in Side - 4 x 0.80 x 0.45 = 1.44 m3
116	116	Out Side - 4 x 1.30 x 0.45 = 2.34 m3	3.78	m3
117	117	Providing precast R.C.C M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of F.M. 2.5 to 3 including curing shuttering carrying the slab the cast of reinforcement ) taxes, royalty all complete as per the building specification & direction of E/I.
118	118	1.30 x 1.30 x 0.10 = 0.169 m2	0.169	m3
119	119	Providing Tor steel reinforcement of 10mm., 12mm & 16mm. dia bars as per approved design and drawing excluding carrriage of bars 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
120	120	0.169 x 0.01 x 7.85 = 0.0132	0.0132	MT
121	121	Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit,loading ,unloading , transportation, etc. all complete\n\n
122	122	a. Cement +steel (Lead 10 K.M)	0.204	MT
123	123	b. Sand (Lead 20 K.M)	0.712	cum
124	124	c.Chips (Lead 20 K.M)	0.349	cum
125	125	d. Bricks (Lead 10 K.M)	0.429	nos
126	126	For 1st years O & M	1	Year
127	127	For 2nd year O & M	1	Year
128	128	G.S.T	1.54435e+06	%
129	129	Labour Cess	1.72967e+06	%

Also Visit

Tenders

Jharkhand Tenders

Construction Tenders

Water Storage and Supply Tenders

Water Supply Project Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Construction Of Mini Rural Pipe Water Supply Scheme Through Hydt Village-Dorma ( Nichey Tola ) , Panchayat- Dorma , Block-Torpa , Dist . Khunti ( Group No-4 ) , Torpa,Khunti-Jharkhand

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Name of Work: Estimate for Construction of Mini Rural Pipe Water Supply Scheme through HYDT with Solar Submersible Pump, 5000 Ltr. Capacity Polythene Water Storage Tank over 6.50 mtr RCC Staging in Village-Dorma (Nichey Tola), Panchayat- Dorma, Block-Torpa,Dist.Khunti(Group No-4)
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	COST OF GEO physical investigation		1	Each
2	2	(i) from 0 to 50mm below G/L		50	P/M
3	3	(ii) from 50 to 275m onward		250	P/M
4	4	Supplying all tools materilas and lowring of 200mm dia M.S.E.R.S casing pipe 6mm thick in wall etc. do…………do…as per E/I		24	P/M
5	5	Supplying all materilas labors tools and equipments for fitting and fixing MS cap etc.do…………do………. As per E/I		1	each
6	6	Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I \n4x 1.00x 1.00x 1.80= 7.2m3\n		7.2	per m3
7	7	Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. \n4x1.00x1.00x0.1= 0.4 M3\n2.1x2.1x0.1= 0.44 m3		0.84	M3
8	8	Providing designation 75 A one brick flat soling joints filled with local sand inculding cost of watering taxes royalty all complete as per building specification and direction of E/E \n4x1.00x1.00= 4.00 M2\n2.10x2.10 = 4.41 M2\n = 8.41 M2		8.41	per m2
9	9	Providing P.C.C M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 50mm to 25mm size graded and clean coarse sand of F.M. 2.5 to 3 including sereening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and roalty all complete as per building specification and idrection of E/I. \n4x1.00x1.00x0.1= 0.4 M3		0.4	M3
10	10	Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in Foundation etc………….as per direction of E./I \n4x1.00x1.00x0.15= = 0.60 m3\n4x {(1.00+0.35/2) x (1.00+0.35/2)} x 0.375 = 0.683 m3\n = 1.283 m3		1.283	M3
11	11	Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in Column etc………….as per direction of E./I.\n 4x0.25x0.25x8.80= 2.20 M3\nDeduction 4x0.25x0.25x25 = 0.06 M3\n 4x0.25x0.25x0.30= 0.07 M3\n 4x0.25x0.25x0.15= 0.04 M3\nNet 2.2-0.17 = 2.03 M3		2.03	M3
12	12	Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in Beam etc………….as per direction of E./I.\nTie Beam 4x2.35x0.25x0.25= 0.588 M3 \nBracing Beam 4x2.35x0.25x0.25= 0.588M3\nBottom Beam 4x2.35x0.25x0.30= 0.70 M3\nCross Beam 2x2.60x0.25x0.25= 0.325 M3\n = 2.20 M3\n		2.2	M3
13	13	Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in Roof Slab etc………….as per direction of E/I.\n 1x3.20x3.20x0.15= 1.54 M3\nLanding 2x1.00x1.00x0.15= 0.30 M3\nRCC Post 8x1.00x0.15x0.15= 0.18 M3\n = 2.02 M3		2.02	M3
14	14	Providing Designation75 A brick work in C.M (1:4) in foundation and plinth do………..do E./I.\n 12.30x0.125x1.5 = 2.31 M3\nDeduction 1.00x1.5x0.125 = 0.187 M3\n = 2.123 M3		2.123	M3
15	15	Providing 12 mm thick cement plaster (1:34) with clean coarse sand etc……………..do do…………….E/I.\nParapet 12.80x1.625 = 20.80 M2\n 12.50x1.50 = 18.82 M2\nColumn 4x1.00x8.80 = 35.20 M2\nBracing 2x4x2.35x1.00 = 18.80 M2\nCross Beam 2x2.10x0.75 = 3.15 M2\nCeiling 3.5x3.50 = 12.50 M2\nLanding 2x1.30x1.30 = 3.38 M2\nRCC Post 8x0.60x1.00 = 4.80 M2 \n = 116.78 M2\nNet P/A 116.78-1.00x1.50x2 = 116.78-3.00\n = 113.78 M2		113.78	M2
16	16	Providing two coat of snowcem over new surface of approved colour etc. do.do..E/I.\n		113.08	M2
17	17	Providing MS Reinforcement in RCC work\n7.533 M3 x 1.5% x 7.85 = 0.887 MT		0.887	MT
18	18	Providing M.S. Ladder		7.5	Mtr
19	19	S/F/F 20 mm dia G.I. pipe for ralling		14.5	M
20	20	Providing designation 75 A brick work in cement mortar (1:6) in foundation and plinth with approved quality of clean coarse sand of F.m2 t 2.5 including providing 10mm thick mortar joints, cost of screeining materials raking out joint to 15mm depth, curing, taxes and royality all complete as per building specification and direction of E/I. \nE/I. 4x2.10x0.3x0.25 =063 M3		0.63	M3
21	21	Earth work in Back Filling \n7.20 x 2/3rd = 4.75 m3		4.75	M3
22	22	Supplying and storing Polythene water storage tank of ISI mark (eg. Syntax/Sinter/Himgiri/Gangotri etc) three layers with cover & locking systems etc all complete Job as per direction of E/I.		5000	Ltr
23	23	Carriage of materials
24	24	a) cement+rod- 10 Kms lead		5.14	MT
25	25	b) sand-20 Km lead		6.386	M3
26	26	c) stone chips-20 Km lead		6.81	M3
27	27	d)Brick-10 Km lead		1.392	Nos
28	28	Supplying, installation & commissioning of 2H.P.(1800 Wp) solar water pumping system having discharges 1.77 LPS on 75M head including SPV modules of suitable rating, solar water pump, power conditioning unit, mountion structure, cables & hard ware junction box, earthing Kit, Lighting Conductor, HDPE pipe for suction,S.S straining wire for pump,G.I.fittings, suitable capacity MCB with array box all complete with 2years faultless operation warranty, 10 year limited warranty for SPV modules & one year for balance system against manufacturing defect etc,all complete.
29	29	S/F/F 2mm thick ms box including cost of cutting, fabrication, smooth building, hings, handle, ring, L drop with loking arrangement system and applying a priming red lead paint over steel surface etc all complete all taxes as per specification and direction of E/I.\n4x0.6x0.6+2x0.6x0.3=1.80 [email protected]/m2= 28.26 K.G.		1	each
30	30	S/F/F 2mm thick ms box including cost of cutting, fabrication, smooth building, hings, handle, ring, L drop with loking arrangement system and applying a priming red lead paint over steel surface etc all complete all taxes as per specification and direction of E/I.\n4x0.6x0.6+2x0.6x0.3=1.80 [email protected]/m2= 28.26 K.G.		1	L.S.
31	31	Providing & supplying G.I pipe approved basis rates of materalals for prepearatration of rate only (materials should confirm to relevant B.I.S. specification) of the rate if inclusive of all taxes, royality carriage etc.
32	32	50 mm dia		50	p/m
33	33	add 5% extra for specials		1	Nos
34	34	Providing and fixing G.M. N.R valve (Horizontal) of approved quality all complete as per sepecifiation & direction of E/I.
35	35	50 mm dia		1	each
36	36	Earth Work in excavation of foundation in laying of different types and sizes of pipes so as to give 1mtre averege cover over the socket of pipe with disposel of excavated earth within initials led and lift as per specification & direction of E/I (for classification of soil item B)
37	37	50 mm dia 38 x0.5x1.05 =19.95M2
38	38	5% extra for junction=1 M2
39	39	Total 20.95 M3		20.95	P/M3
40	40	Supplying labour & Tools for laying jointing & testing G.I pipes in trenches night guards barrarers & rad lights to safe guard against accident all complete as per specification and direction of E/I.
41	41	50 mm dia		50	P/M
42	42	Earth Work in back filling in trenches after laying different types & sizes of pipes with earth removed during excavation within initials lead and lift as per specification and direction of E/I.
43	43	Taking as 80 % of total earth work
44	44	20.95x80%=16.76M3		16.76	P/M3
45	45	Earthwork in excavation ( As per I.S.3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-Charge (b) as per classification of soil item –B
46	46	900.00x0.50x1.00 = 450.00
47	47	Add. Extra for 5% For Socket = 22.5\nTotal= 450+22.50=472.50
48	48	Assuming 80% of total Earth work of taken classification soil item – B i.e. =378.00		504	Cum.
49	49	Earth Work in excavation of foundation trenches as per design section in ordinary soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (50 M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5m as per specification and direction of E/I in ordinary or soft rock (where blasting is not required)
50	50	Balance 20% of total Earth work of taken classification soil item– C i.e.= 126.00		126	Cum.
51	51	Supplying tools and cutting road as well restoring the same as per specification and direction of E/I
52	52	(a) Puuca Road (Except Black top only taken out material to be used) for cutting road as per requirement. \n20.00 x 0.50 x 0.50 = 10 M3		10	Sqm
53	53	Water Bound Macadam road (taken out material will be used) for cutting road as per requirement.\n70.00 x 0.50 x =35.00		35	Sqm
54	54	Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 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/I.\nMeasurement Taken By Item No. 3		5	Cum
55	55	Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of Engineer-in-Charge (for classification of Soil item B & C)
56	56	Taken as 80% of total earth work i.e= 504		504	Cum
57	57	Supplying all materials labours & laying of PVC Pipe (SH-40) of approved make in trenches with Shocket, red lead, yarn , screw joint & cutting pipe to size & threading & ends were neccessory etc all complet job.
58	58	50 mm dia		300	Mtr
59	59	40 mm dia		400	Mtr
60	60	32 mm dia		500	Mtr
61	61	Providing & fixing of GI fitting as per approved make etc all complete as per specification & direction of E/I.
62	62	Shocket
63	63	50 mm dia		96	Each
64	64	40 mm dia		124	Each
65	65	32 mm dia		160	Each
66	66	Elbow
67	67	50 mm dia		6	Each
68	68	40 mm dia		10	Each
69	69	32 mm dia		20	Each
70	70	T-Plain
71	71	50 mm dia		9	Each
72	72	40 mm dia		15	Each
73	73	32 mm dia		18	Each
74	74	Reducing Shocket
75	75	50 mm dia		4	Each
76	76	40 mm dia		5	Each
77	77	Nipple
78	78	50 mm dia		6	Each
79	79	40 mm dia		10	Each
80	80	32 mm dia		20	Each
81	81	Plug
82	82	50 mm dia		2	Each
83	83	40 mm dia		5	Each
84	84	32 mm dia		8	Each
85	85	Reducing Tee
86	86	50 mm dia		5	Each
87	87	40 mm dia		7	Each
88	88	32 mm dia		9	Each
89	89	Union Shocket
90	90	50 mm dia		4	Each
91	91	40 mm dia		10	Each
92	92	32 mm dia		15	Each
93	93	Long Thread
94	94	50 mm dia		3	Each
95	95	Providing and fixing Gun metal Full way Valve of approved quality , all complete as per specification and direction of E/I. nalysis Attached)
96	96	50 mm dia		4	Each
97	97	40 mm dia		4	Each
98	98	32 mm dia		5	Each
99	99	Providing & fixing D.F. Sluice Valve of approved quality as per specification & direction of E/I.\n50 mm dia weight not less than 1 K.G.		1	Each
100	100	Providing and constructing B.B masonry valve chamber with15 cm thick 1:3:6 proportion P.C.C bending, excluding excavation,B.B masonry in C.M 1:5 Proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge.
101	101	As above of 95 x 45 cm internal size and depth up to 1.2 M .		6	Each
102	102	HOUSE CONNECTION		1	Nos
103	103	House for 65 Nos House Connection x3017.03		65	Nos
104	104	Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item- A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
105	105	4.20 x 0.50 x 0.625 = 1.31 m3		1.31	m3
106	106	Providing, coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials ,labour ,royalty & taxes all complete as per building specification & direction of E/I.(mode of measurement compacted volume)\n
107	107	4.20 x 0.50 x 0.075 = 0.157m3		0.157	m3
108	108	Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering ,taxes ,royalty all complete as per building specification and direction of E/I.
109	109	4.20 x 0.50 = 2.10 m2		2.1	m2
110	110	Providing P.C.C.M.-150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade-III (50 mm to 25mm. size) 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
111	111	4.20 x 0.50 x 0.10 = 0.21 m3		0.21	m3
112	112	Providing designation 75 A brick work in C.M. (1:6) in foundation and 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 and royalty all complete as per building specification and direction of E/I.\n
113	113	4.20 x 0.25 x 0.82 = 0.86 m3		0.86	m3
114	114	Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing, with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specificat i o n a n d direction of E/I.
115	115	in Side - 4 x 0.80 x 0.45 = 1.44 m3
116	116	Out Side - 4 x 1.30 x 0.45 = 2.34 m3		3.78	m3
117	117	Providing precast R.C.C M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of F.M. 2.5 to 3 including curing shuttering carrying the slab the cast of reinforcement ) taxes, royalty all complete as per the building specification & direction of E/I.
118	118	1.30 x 1.30 x 0.10 = 0.169 m2		0.169	m3
119	119	Providing Tor steel reinforcement of 10mm., 12mm & 16mm. dia bars as per approved design and drawing excluding carrriage of bars 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
120	120	0.169 x 0.01 x 7.85 = 0.0132		0.0132	MT
121	121	Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit,loading ,unloading , transportation, etc. all complete\n\n
122	122	a. Cement +steel (Lead 10 K.M)		0.204	MT
123	123	b. Sand (Lead 20 K.M)		0.712	cum
124	124	c.Chips (Lead 20 K.M)		0.349	cum
125	125	d. Bricks (Lead 10 K.M)		0.429	nos
126	126	For 1st years O & M		1	Year
127	127	For 2nd year O & M		1	Year
128	128	G.S.T		1.54435e+06	%
129	129	Labour Cess		1.72967e+06	%

Construction Of Mini Rural Pipe Water Supply Scheme Through Hydt Village-Dorma ( Nichey Tola ) , Panchayat- Dorma , Block-Torpa , Dist . Khunti ( Group No-4 ) , Torpa,Khunti-Jharkhand

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us