Aamghat Gram Panchayat Water Supply Scheme Construction Of R . C . C . O . H . T . - 75 Kl/12 M And 75 Kl/18M , T . W . -2 Nos . , P . H . -2 Nos . , S . Q . , B . W . S . L . T . C . Of R . M . -70 Mtr . And D . S . ( 200 Mm To 63 Mm ) , Deoria-Uttar Pradesh

TDR : 24304928

Tender Notice
BOQ

Expired

Deoria , Uttar Pradesh

Tender Brief : Aamghat Gram Panchayat Water Supply Scheme Construction Of R . C . C . O . H . T . - 75 Kl/12 M And 75 Kl/18M , T . W . -2 Nos . , P . H . -2 Nos . , S . Q . , B . W . S . L . T . C . Of R . M . -70 Mtr . And D . S . ( 200 Mm To 63 Mm )

Document Fees
₹ 11800 /-

EMD
₹ 195000.0 /-

Tender Value
₹ 1.95 Crore /-

Submission Date
26-05-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Aam Ghat Gram Panchayat Water Supply Scheme, Block-Rampur Karkhana, Distt.- Deoria
1	1	Pump House, S.Q., B.W.
2	2	Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5m and lead up to 50m. Filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches.		190.78	m3
3	3	Concrete with 40 mm gauge stone ballast, local sand and cement in proportion(8:4:1) in foundations and floors including supply off all materials, labour T and P etc. required for proper completion of the work.		32.15	m3
4	4	I class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials labour, T& p etc. required for proper completion of the work		183.04	m3
5	5	I class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour, T& p etc. required for proper completion of the work. ( for chamber into PH )		0.48	m4
6	6	As in item 3a above but in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1 brick.		68.4	m3
7	7	As in item 3a above but in 1:4 superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1/2 brick wall.(Above verandha slab)		43.4	m3
8	8	20 mm thick damp proof course with cement and approved course sand in 1:2 including 5% water proofing materials of in the proportion as specified for proper complition of the work and including curing and shuttering as necessary.		75.64	m2
9	9	R.C.C work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows,slab&chhaja excluding supply of reinforcement and its bending, but including its fixing and binding the same with 0.50mm thick binding wire(to be supplied by the contractor) and including centering and shuttering, supply of all materials, labour, T & P etc. required for proper completion of the work.
10	10	i. SLAB		12.99	m3
11	11	ii. BEAM/LINTAL		2.25	m3
12	12	iii. CHHAJJA		2.76	m3
13	13	Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included, in over all rates) ,wrought to required shape as necessary incluiding bending for proper completion of the work incluiding supply of steel and.wastage.		1426.96	kg
14	14	Cement concrete with 20 mm gauge approved stone ballast,coarse sand and cement in the propotion of 4:2:1 including supply of all materials labour, T & P etc. required for proper completion of the work.
15	15	i. for fixing of r.s. joist/hold fast etc.		1.06	m3
16	16	ii. R.C.C. man hole cover (0.850.850.10m.)		0.14	m3
17	17	Supply & fixing of angle iron of size 40405mm door chaukhat including fixing of holdfast &125 mm size heavy duty hinges etc. complete. size 0.92.10 & 0.752.10 or as per direction of engineer-in-charge.		341.2	kg
18	18	Supply &fixing of angle iron of size 40405mm window/ventilator chaukhat with grill including fixing of holdfast & 100 mm size heavey duty hinges etc. complete. \nsize 0.91.50,1.20 1.50,1.20 * 1.10 or as per direction of engineer-in-charge.		830	kg
19	19	Supply and fixing of M.S. door shutter Excluding AL drop tower bolt,handle,silencer & stoper etc. complete.All the accessaries should be heavey duty & approved make & quality.		692	kg.
20	20	Supply and fix M.S. windows shutters including supply and fixing of wooden cleats and stops and fixing adjustments of hinges bolts locks handles spring and other fittings		420	Kg
21	21	Providing and fix ventilators (as square bar grill) over opening including supply of all materials, labour, T&P etc. required for proper completion of work.as per direction of Engineer-in -charge.		42	Kg
22	22	12 mm thick plaster in 1:6 with cement and coarse sand mortar over brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.		890.99	m2
23	23	12 mm thick plaster in 1:6 with cement and coarse sand mortar over rough face of one brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.		773.82	m2
24	24	20mmthick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels finished with 3mm floating coat of neat cement or 1:5 cement and marble dust including supply of all materials labour T & P etc required for proper completion of the work.		55.43	m2
25	25	Earth filling in plinth including supply of necessary quantity of sand from A distance not exceeding 10 km. from the site of work and including watering, dressing, etc. Rate to include the cost of all materials, labour, T and P etc required for proper completion of the work.		88.99	m3
26	26	25mm thick 1:2:4 plain cement concrete floor and appron with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified over and including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the proportion of 1:4:8 and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish including supply of all materials labour and T and P etc. required for proper completion of the work.		193	m2
27	27	40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified.(without base concrete.)		4.76	m2
28	28	Painting or varnishing new iron work in small areas or new wood work with one coat priming and two coat of approved paint or varnish including supply of all materials, Labour and T & P etc required for proper completion of the work.		135.84	m2
29	29	Finishing wall with Asian Apex Ultima paint over one priming coat on new work with two coats, to give an even shade. Including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.		1686.79	m2
30	30	Supply of Rolled steel joists complete. Size 225*100mm & Length - 3.4m.		2	no
31	31	Fixed in position item no. 20 excluding cost of joists but including all labour in handling and hoisting etc. complete.Size 225*100mm & Length - 2.90m.		2	no
32	32	Supply and fix 100 mm dia. PVC down pipe complete with rose heads bands with eye hole and groutings etc fixed to walls with suitable clamps .		33.6	m
33	33	Supply &Fixing of oxidized iron fitting for door& window.		51.96	m2
34	34	Anti termit treatment		136.91	m2
35	35	Making 11.5 cm string or drip-coarse in1:6 cement and local sand mortor including supply of all materials labour, T & P etc. required for proper completion of the work.		62.61	m
36	36	Construct of rubber molded Cement Interlocking brick road icluding all materials , labour, T&P etc.complete required for proper completion of work.		194.76	m2
37	37	Supply of fixing of 3.6 m wide gate including construction of pillars as per departmental type design including if all material, labour,T&P etc.required for proper completion of work		1	job
38	38	Provide all materials , labour, T&P etc.required for proper completion of works including leveling dressing exvavation and filling of earth where necessary for development of water works site including carriage of earth from distance of about 8 km.		878.04	m3
39	39	Electrification work such as two power plug point, 13 nos light/fan point (for one room set and its double for two room set) in building as per direction of engineer-in-charge, including supply of all materials labour, T & P etc. required for proper completion of the work.		1	job
40	40	Internal and external sanitation work as well as plumbing works (W/C sheet including cistern,kitchen sink, PVC water tank with float valve,water tap,nahani trap,ready made septic tank, soakpit etc.) in to building as per direction of engineer-in-charge,including supply of all materials labour, T & P etc. required for proper completion of the work.		1	job
41	41	Distribution System, Rising Main & OHT
42	42	Excavation for pipe line trenches including lift upto 1.50m and lead upto 50 m and refilling, watering, ramming of excavated earth in to trenches as per direction of engineer-in charge.		5149.01	m3
43	43	Supply,laying in true to alignment & gradient in trenches and testing of the following size and type of pipes with coupler,specials and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete.
44	44	a) D.I.-K-7	D.I.-K-7
45	45	i. 100 MM	100 MM	70	RM
46	46	b) HDPE pipe, 6Kg/cm2
47	48	i. 90 MM		615	RM
48	49	ii. 75 MM		155	RM
49	50	iii. 63 MM		4670	RM
50	51	Supply and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves and specials required etc. complete of the following size of C.I.D./F. Sluice valves, scour valves,20mm dia scewed down type air valve and fire hydrant containing 80mm dia sluice valve and its accesories as per latest I.S. specification including F.O.R. destination, all taxes and insurance etc. complete for proper completion of work.
51	52	a) Sluice valve
52	53	i. 100mm dia		6	each
53	54	ii. 80 mm dia		2	each
54	56	iv. 50 mm dia		3	each
55	57	b) Scour valve
56	58	i. 50 mm dia		2	each
57	59	c) air valve
58	60	i. 50 mm dia		2	each
59	61	d) fire hydrant		2	each
60	62	Provide all materials, labour,T&P etc.complete for construction of single tap pillar type stand post as per department type design.		4	each
61	63	Supply of all materials, labour, T&P etc.complete for construction of following chamber as per department type design.
62	64	i. Sluice valve chamber (masonary Type)		5	each
63	65	ii. Sluice valve chamber (surface box Type)		4	each
64	66	iii. Fire Hydrant		2	each
65	67	iv. Air Valve Chamber		2	each
66	68	v. Scour Valve Chamber		2	each
67	69	Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50 m.
68	70	i. CC Road		76	m2
69	71	ii. Bituminous surface		400	m2
70	72	iii. B.O.E. surface		2455	m2
71	73	iv. Interlocking surface		471	m2
72	74	Provision for crossing of nalas, road, culvert and embankments (bundhs) etc. including shifting of telephone cables etc.along the alignement of pipe line including supply of following pipes & specials and their laying & jointing, testing etc.complete as per direction of ingineer-in-charge.
73	75	i. Nala Crossing/culvert crossing above 80mm dia pipe with C.I. Tyten/D.I. D/F		15	RM
74	76	ii. Nala Crossing/culvert crossing below 80mm dia pipe with G.I. medium class		30	RM
75	77	iii. Road Crossing through trenchless technique (63MM TO 160MM)		40	RM
76	78	Reinstatement of above dismentalled road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work.
77	79	i. C.C.Road		76	m2
78	80	ii. Bituminous surface		400	m2
79	81	iii. B.O.E. Surface		2455	m2
80	82	iv. Interlocking Surface		471	m2
81	83	Making House Connection with Supply, Carting, laying and jointing of ferrul, 20 mm (OD) HPDE and G.I. pipe & I.S.I. Mark saddle/clamp of required size, C.I. bib kock of approved quality, J-Hook or M.S.U-clamp, 25cmX25cmX25cm C.C grouting of unsupported G.I. pipe or as directed by engineer-in charge including cost of all jointing material, specials, labour, testing and T&P etc. complete.		780	no
82	84	R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 in thrust blocks of pipe line excluding supply of reinforcement & its bending but including its fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work.		3.42	m3
83	85	Mild steel or iron work in R.C.C. wrought to required shape as necessary including bending for proper completion of the work including supply of steel & wastage etc.		208.7	kg
84	86	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of75KL Capacity /12 M staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-25 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M25 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case,bolcony and top dome, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia,		1	no
85	87	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of75KL Capacity /18 M staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-25 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M25 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case,bolcony and top dome, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia,		1	no
86	88	OHT Specifications continued from above S.No. 86 and S.No. 87 row: \nWater level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and Fixing of appropriate size manually operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound.Supplyand fixing of 1.8 m hight M.S. Gate in staire case at 2nd fligth as per direction of engineer -in-charge. Painting of all concrete surface and steel pipe works with water based exterior paint of approved make and quality as mentioned in tender document over one priming coat on new work with two coats, to give an even shade and anticorrosive paints including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.
87	89	E/M WORKS
88	90	Construction & Development of 200x150 mm dia 100m/90m deep Tubewell (100 m Drilling depth and 90 m lowering depth) capable of provding 400 LPM sand free discharge,including Supply of Material as per detail of tender document		1	job
89	91	Construction & Development of 200x150 mm dia 100m/90m deep Tubewell (100 m Drilling depth and 90 m lowering depth) capable of provding 350 LPM sand free discharge,including Supply of Material as per detail of tender document		1	job
90	92	a) SUPPLY OF MATERIAL\n(i) 200 mm dia Plain Pipe(7.1 mm thickness) , 150 mm dia plain / Slotted pipe(7.1 mm thickness) ,200x 150 mm dia reducer , 200 mm dia M.S Clamp , 200 mm dia Well Cap , 200 mm dia M.S ring ,200 mm dia Tubewell Support ,150 mm dia MS Bail Plug, 150 mm dia MS Ring & 150 mm dia (thickness of other accessories is not less than 10mm-12 mm)\n(ii) Supply of Lal Kuan Pea Gravel of 1.6 mm-4.8 mm size for Surronding between bore and Tubewell assembly ( as per IS 497-1988) 51 CUBMTR\n\nb) DRILLING DETAILS OF BORE\n(i) 550 mm (22 inches) dia bore from GL to 40 m BGL\n(ii) 500 mm (20 inches) dia bore from 40 m BGL to 100 m BGL\n(iii) Logging of Bore well by Electric Logger Machine\n\nc) LOWERING OF TUBEWELL ASSEMBLY\n(i) 200 mm dia Housing Pipe from GL to 36 m BGL\n(ii) 150 mm dia plain/slotted Pipe from GL to 90 m BGL\n(iii) Shrrounding of Pea Gravel Between bore & Tubewell Assembly\n\nNOTE :- DEPTH OF TUBEWELL IS TENTETIVE ,ACTUAL DEPTH OF TUBEWELL DEPEND UPON THE ACTUAL STRATA OF TUBEWELL. In Case of Any Variation in depth of tubewell ± Rs.5000.00 per meter will be charge or paid to the contractor after 5m variation in depth of assembly lowered.\n\nDEVELOPMENT OF TUBEWELL\n(i) Development of Tubewell By 250 PSI AIR COMPRESSOR ( 40Hrs)\n(ii) Development of Tubewell By 1 Cusec O.P Unit ( 60 Hrs)\nDevelopment hour of Compressor & O.P unit is tentetive. Development of Tubewell by compressor would be continue till Proper Gravel packing and sand content under the limit. Development by the O.P. unit would be continue till the sand free dischagre from the tubewell.
91	93	SITC of 400 LPM 42 M head 7.5 H.P submersible clear water Pump set ( As per IS 8034:1989) including Swith Gear(Cubical Panel having voltmeter,ammeter, energy meter SPP,Power capacitor, phase indicator,HRC fusec,Star Delta starter ,water level controller etc.), Water level controller,GSM controller , Level Controller ,Electro-Magnetic flow meter 80 mm dia, Main piping Valve of 80 mm dia,Gauges, Tools and Spanners, lifting Tackles Rubber sheet, Electro Machanical type Chlorinating Plant etc. as per deatail of tender document.		2	job
92	94	6 Point light Wiring of Pump House with 1 sq mm PVC insulated multi strand copper conductor cable as per tender specification		2	job
93	95	Supply Installation Testing and Commissioning of Solar based Power Plant of suitable capacity (as per tender specs) to operate 7.5 HP submersible pumping plant and 2 KW internal elecrification load with suitbale capacity converter, connector , connecting cables , tubular battery , base frame , o4 Nos solar street lights in water works campus and other accessories complete.		2	job
94	96	Three Month Trail run & Handing Over to Gram Panchayat		2	job

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Aamghat Gram Panchayat Water Supply Scheme Construction Of R . C . C . O . H . T . - 75 Kl/12 M And 75 Kl/18M , T . W . -2 Nos . , P . H . -2 Nos . , S . Q . , B . W . S . L . T . C . Of R . M . -70 Mtr . And D . S . ( 200 Mm To 63 Mm ) , Deoria-Uttar Pradesh

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Name of Work: Aam Ghat Gram Panchayat Water Supply Scheme, Block-Rampur Karkhana, Distt.- Deoria
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Pump House, S.Q., B.W.
2	2	Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5m and lead up to 50m. Filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches.		190.78	m3
3	3	Concrete with 40 mm gauge stone ballast, local sand and cement in proportion(8:4:1) in foundations and floors including supply off all materials, labour T and P etc. required for proper completion of the work.		32.15	m3
4	4	I class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials labour, T& p etc. required for proper completion of the work		183.04	m3
5	5	I class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour, T& p etc. required for proper completion of the work. ( for chamber into PH )		0.48	m4
6	6	As in item 3a above but in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1 brick.		68.4	m3
7	7	As in item 3a above but in 1:4 superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1/2 brick wall.(Above verandha slab)		43.4	m3
8	8	20 mm thick damp proof course with cement and approved course sand in 1:2 including 5% water proofing materials of in the proportion as specified for proper complition of the work and including curing and shuttering as necessary.		75.64	m2
9	9	R.C.C work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows,slab&chhaja excluding supply of reinforcement and its bending, but including its fixing and binding the same with 0.50mm thick binding wire(to be supplied by the contractor) and including centering and shuttering, supply of all materials, labour, T & P etc. required for proper completion of the work.
10	10	i. SLAB		12.99	m3
11	11	ii. BEAM/LINTAL		2.25	m3
12	12	iii. CHHAJJA		2.76	m3
13	13	Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included, in over all rates) ,wrought to required shape as necessary incluiding bending for proper completion of the work incluiding supply of steel and.wastage.		1426.96	kg
14	14	Cement concrete with 20 mm gauge approved stone ballast,coarse sand and cement in the propotion of 4:2:1 including supply of all materials labour, T & P etc. required for proper completion of the work.
15	15	i. for fixing of r.s. joist/hold fast etc.		1.06	m3
16	16	ii. R.C.C. man hole cover (0.850.850.10m.)		0.14	m3
17	17	Supply & fixing of angle iron of size 40405mm door chaukhat including fixing of holdfast &125 mm size heavy duty hinges etc. complete. size 0.92.10 & 0.752.10 or as per direction of engineer-in-charge.		341.2	kg
18	18	Supply &fixing of angle iron of size 40405mm window/ventilator chaukhat with grill including fixing of holdfast & 100 mm size heavey duty hinges etc. complete. \nsize 0.91.50,1.20 1.50,1.20 * 1.10 or as per direction of engineer-in-charge.		830	kg
19	19	Supply and fixing of M.S. door shutter Excluding AL drop tower bolt,handle,silencer & stoper etc. complete.All the accessaries should be heavey duty & approved make & quality.		692	kg.
20	20	Supply and fix M.S. windows shutters including supply and fixing of wooden cleats and stops and fixing adjustments of hinges bolts locks handles spring and other fittings		420	Kg
21	21	Providing and fix ventilators (as square bar grill) over opening including supply of all materials, labour, T&P etc. required for proper completion of work.as per direction of Engineer-in -charge.		42	Kg
22	22	12 mm thick plaster in 1:6 with cement and coarse sand mortar over brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.		890.99	m2
23	23	12 mm thick plaster in 1:6 with cement and coarse sand mortar over rough face of one brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.		773.82	m2
24	24	20mmthick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels finished with 3mm floating coat of neat cement or 1:5 cement and marble dust including supply of all materials labour T & P etc required for proper completion of the work.		55.43	m2
25	25	Earth filling in plinth including supply of necessary quantity of sand from A distance not exceeding 10 km. from the site of work and including watering, dressing, etc. Rate to include the cost of all materials, labour, T and P etc required for proper completion of the work.		88.99	m3
26	26	25mm thick 1:2:4 plain cement concrete floor and appron with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified over and including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the proportion of 1:4:8 and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish including supply of all materials labour and T and P etc. required for proper completion of the work.		193	m2
27	27	40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified.(without base concrete.)		4.76	m2
28	28	Painting or varnishing new iron work in small areas or new wood work with one coat priming and two coat of approved paint or varnish including supply of all materials, Labour and T & P etc required for proper completion of the work.		135.84	m2
29	29	Finishing wall with Asian Apex Ultima paint over one priming coat on new work with two coats, to give an even shade. Including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.		1686.79	m2
30	30	Supply of Rolled steel joists complete. Size 225*100mm & Length - 3.4m.		2	no
31	31	Fixed in position item no. 20 excluding cost of joists but including all labour in handling and hoisting etc. complete.Size 225*100mm & Length - 2.90m.		2	no
32	32	Supply and fix 100 mm dia. PVC down pipe complete with rose heads bands with eye hole and groutings etc fixed to walls with suitable clamps .		33.6	m
33	33	Supply &Fixing of oxidized iron fitting for door& window.		51.96	m2
34	34	Anti termit treatment		136.91	m2
35	35	Making 11.5 cm string or drip-coarse in1:6 cement and local sand mortor including supply of all materials labour, T & P etc. required for proper completion of the work.		62.61	m
36	36	Construct of rubber molded Cement Interlocking brick road icluding all materials , labour, T&P etc.complete required for proper completion of work.		194.76	m2
37	37	Supply of fixing of 3.6 m wide gate including construction of pillars as per departmental type design including if all material, labour,T&P etc.required for proper completion of work		1	job
38	38	Provide all materials , labour, T&P etc.required for proper completion of works including leveling dressing exvavation and filling of earth where necessary for development of water works site including carriage of earth from distance of about 8 km.		878.04	m3
39	39	Electrification work such as two power plug point, 13 nos light/fan point (for one room set and its double for two room set) in building as per direction of engineer-in-charge, including supply of all materials labour, T & P etc. required for proper completion of the work.		1	job
40	40	Internal and external sanitation work as well as plumbing works (W/C sheet including cistern,kitchen sink, PVC water tank with float valve,water tap,nahani trap,ready made septic tank, soakpit etc.) in to building as per direction of engineer-in-charge,including supply of all materials labour, T & P etc. required for proper completion of the work.		1	job
41	41	Distribution System, Rising Main & OHT
42	42	Excavation for pipe line trenches including lift upto 1.50m and lead upto 50 m and refilling, watering, ramming of excavated earth in to trenches as per direction of engineer-in charge.		5149.01	m3
43	43	Supply,laying in true to alignment & gradient in trenches and testing of the following size and type of pipes with coupler,specials and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete.
44	44	a) D.I.-K-7	D.I.-K-7
45	45	i. 100 MM	100 MM	70	RM
46	46	b) HDPE pipe, 6Kg/cm2
47	48	i. 90 MM		615	RM
48	49	ii. 75 MM		155	RM
49	50	iii. 63 MM		4670	RM
50	51	Supply and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves and specials required etc. complete of the following size of C.I.D./F. Sluice valves, scour valves,20mm dia scewed down type air valve and fire hydrant containing 80mm dia sluice valve and its accesories as per latest I.S. specification including F.O.R. destination, all taxes and insurance etc. complete for proper completion of work.
51	52	a) Sluice valve
52	53	i. 100mm dia		6	each
53	54	ii. 80 mm dia		2	each
54	56	iv. 50 mm dia		3	each
55	57	b) Scour valve
56	58	i. 50 mm dia		2	each
57	59	c) air valve
58	60	i. 50 mm dia		2	each
59	61	d) fire hydrant		2	each
60	62	Provide all materials, labour,T&P etc.complete for construction of single tap pillar type stand post as per department type design.		4	each
61	63	Supply of all materials, labour, T&P etc.complete for construction of following chamber as per department type design.
62	64	i. Sluice valve chamber (masonary Type)		5	each
63	65	ii. Sluice valve chamber (surface box Type)		4	each
64	66	iii. Fire Hydrant		2	each
65	67	iv. Air Valve Chamber		2	each
66	68	v. Scour Valve Chamber		2	each
67	69	Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50 m.
68	70	i. CC Road		76	m2
69	71	ii. Bituminous surface		400	m2
70	72	iii. B.O.E. surface		2455	m2
71	73	iv. Interlocking surface		471	m2
72	74	Provision for crossing of nalas, road, culvert and embankments (bundhs) etc. including shifting of telephone cables etc.along the alignement of pipe line including supply of following pipes & specials and their laying & jointing, testing etc.complete as per direction of ingineer-in-charge.
73	75	i. Nala Crossing/culvert crossing above 80mm dia pipe with C.I. Tyten/D.I. D/F		15	RM
74	76	ii. Nala Crossing/culvert crossing below 80mm dia pipe with G.I. medium class		30	RM
75	77	iii. Road Crossing through trenchless technique (63MM TO 160MM)		40	RM
76	78	Reinstatement of above dismentalled road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work.
77	79	i. C.C.Road		76	m2
78	80	ii. Bituminous surface		400	m2
79	81	iii. B.O.E. Surface		2455	m2
80	82	iv. Interlocking Surface		471	m2
81	83	Making House Connection with Supply, Carting, laying and jointing of ferrul, 20 mm (OD) HPDE and G.I. pipe & I.S.I. Mark saddle/clamp of required size, C.I. bib kock of approved quality, J-Hook or M.S.U-clamp, 25cmX25cmX25cm C.C grouting of unsupported G.I. pipe or as directed by engineer-in charge including cost of all jointing material, specials, labour, testing and T&P etc. complete.		780	no
82	84	R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 in thrust blocks of pipe line excluding supply of reinforcement & its bending but including its fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work.		3.42	m3
83	85	Mild steel or iron work in R.C.C. wrought to required shape as necessary including bending for proper completion of the work including supply of steel & wastage etc.		208.7	kg
84	86	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of75KL Capacity /12 M staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-25 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M25 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case,bolcony and top dome, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia,		1	no
85	87	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of75KL Capacity /18 M staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-25 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M25 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case,bolcony and top dome, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia,		1	no
86	88	OHT Specifications continued from above S.No. 86 and S.No. 87 row: \nWater level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and Fixing of appropriate size manually operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound.Supplyand fixing of 1.8 m hight M.S. Gate in staire case at 2nd fligth as per direction of engineer -in-charge. Painting of all concrete surface and steel pipe works with water based exterior paint of approved make and quality as mentioned in tender document over one priming coat on new work with two coats, to give an even shade and anticorrosive paints including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.
87	89	E/M WORKS
88	90	Construction & Development of 200x150 mm dia 100m/90m deep Tubewell (100 m Drilling depth and 90 m lowering depth) capable of provding 400 LPM sand free discharge,including Supply of Material as per detail of tender document		1	job
89	91	Construction & Development of 200x150 mm dia 100m/90m deep Tubewell (100 m Drilling depth and 90 m lowering depth) capable of provding 350 LPM sand free discharge,including Supply of Material as per detail of tender document		1	job
90	92	a) SUPPLY OF MATERIAL\n(i) 200 mm dia Plain Pipe(7.1 mm thickness) , 150 mm dia plain / Slotted pipe(7.1 mm thickness) ,200x 150 mm dia reducer , 200 mm dia M.S Clamp , 200 mm dia Well Cap , 200 mm dia M.S ring ,200 mm dia Tubewell Support ,150 mm dia MS Bail Plug, 150 mm dia MS Ring & 150 mm dia (thickness of other accessories is not less than 10mm-12 mm)\n(ii) Supply of Lal Kuan Pea Gravel of 1.6 mm-4.8 mm size for Surronding between bore and Tubewell assembly ( as per IS 497-1988) 51 CUBMTR\n\nb) DRILLING DETAILS OF BORE\n(i) 550 mm (22 inches) dia bore from GL to 40 m BGL\n(ii) 500 mm (20 inches) dia bore from 40 m BGL to 100 m BGL\n(iii) Logging of Bore well by Electric Logger Machine\n\nc) LOWERING OF TUBEWELL ASSEMBLY\n(i) 200 mm dia Housing Pipe from GL to 36 m BGL\n(ii) 150 mm dia plain/slotted Pipe from GL to 90 m BGL\n(iii) Shrrounding of Pea Gravel Between bore & Tubewell Assembly\n\nNOTE :- DEPTH OF TUBEWELL IS TENTETIVE ,ACTUAL DEPTH OF TUBEWELL DEPEND UPON THE ACTUAL STRATA OF TUBEWELL. In Case of Any Variation in depth of tubewell ± Rs.5000.00 per meter will be charge or paid to the contractor after 5m variation in depth of assembly lowered.\n\nDEVELOPMENT OF TUBEWELL\n(i) Development of Tubewell By 250 PSI AIR COMPRESSOR ( 40Hrs)\n(ii) Development of Tubewell By 1 Cusec O.P Unit ( 60 Hrs)\nDevelopment hour of Compressor & O.P unit is tentetive. Development of Tubewell by compressor would be continue till Proper Gravel packing and sand content under the limit. Development by the O.P. unit would be continue till the sand free dischagre from the tubewell.
91	93	SITC of 400 LPM 42 M head 7.5 H.P submersible clear water Pump set ( As per IS 8034:1989) including Swith Gear(Cubical Panel having voltmeter,ammeter, energy meter SPP,Power capacitor, phase indicator,HRC fusec,Star Delta starter ,water level controller etc.), Water level controller,GSM controller , Level Controller ,Electro-Magnetic flow meter 80 mm dia, Main piping Valve of 80 mm dia,Gauges, Tools and Spanners, lifting Tackles Rubber sheet, Electro Machanical type Chlorinating Plant etc. as per deatail of tender document.		2	job
92	94	6 Point light Wiring of Pump House with 1 sq mm PVC insulated multi strand copper conductor cable as per tender specification		2	job
93	95	Supply Installation Testing and Commissioning of Solar based Power Plant of suitable capacity (as per tender specs) to operate 7.5 HP submersible pumping plant and 2 KW internal elecrification load with suitbale capacity converter, connector , connecting cables , tubular battery , base frame , o4 Nos solar street lights in water works campus and other accessories complete.		2	job
94	96	Three Month Trail run & Handing Over to Gram Panchayat		2	job

Aamghat Gram Panchayat Water Supply Scheme Construction Of R . C . C . O . H . T . - 75 Kl/12 M And 75 Kl/18M , T . W . -2 Nos . , P . H . -2 Nos . , S . Q . , B . W . S . L . T . C . Of R . M . -70 Mtr . And D . S . ( 200 Mm To 63 Mm ) , Deoria-Uttar Pradesh

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