UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Civil Works Others
Eprocure
Opening Date5 Nov 2018
Closing Date16 Nov 2018
Tender Amount₹ 96,88,430 
Notes
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Costs

Summary

Kadirabad Gram Panchayat Water Supply Scheme

Description

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BOQ Items

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Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed , including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge.

180

61770

343.17

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Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (1.8x1.2x3.0)m and Bye Pass Chamber as per departmental type design and drawing and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.

1

404771

404771.64

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Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 250 KL capacity with 14 Meter 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-30 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. M30 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, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, 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, Water level indicator, 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, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints.

1

3152522

3152522.19

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Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.

6306.2

863192

136.88

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Supply of following sizes (D.I. K-7) pipe 150 mm for rising main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as CIS/S or D.F specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in -charge.

30

31512

1050.4

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Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge. 160 mm dia PVC Pipe 6 kgf/cm2

196

70450

359.44

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140 mm dia PVC Pipe 6 kg/cm2

257

56894

221.38

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110 mm dia PVC Pipe 6 kg/cm2

47

10295

219.06

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90 mm dia PVC Pipe 6 kg/cm2

546

88637

162.34

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75 mm dia PVC Pipe 6 kg/cm2

442

51245

115.94

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63 mm dia PVC Pipe 6 kg/cm2

7502

621015

82.78

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Supply and carting up to site of work of the following dia C.I. sluice valves and scour valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge. Sluice Valve 150mm dia

2

17236

8618.45

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Sluice Valve 80 mm dia

1

4565

4565.88

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Sluice Valve 65 mm dia

1

4406

4406.11

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Sluice Valve 50 mm dia

2

6054

3027.46

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Scour Valve Valve 50 mm dia

1

3027

3027.46

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Air Valve 20 mm dia

1

3579

3579.3

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Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instructions of Engineer -in -charge.

1

9186

9186.33

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Construction of sluice valve chamber masonary type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.

2

39521

19760.65

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Construction of sluice valve chamber surface box type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.

4

6985

1746.29

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Construction of fire hydrant chamber as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.

1

10477

10477.74

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Construction of scour valve chamber as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.

1

19760

19760.65

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Construction of air valve chamber as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.

1

7867

7867.9

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Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, 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 and as per specifications for RCC work as per instructions of Engineer -in -charge.

2

16194

8097.01

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Provide all materials, labour, T&P etc and construction of full set staff quarter at water work site identified by the engineer in charge as per departmental type design and drawing and specifications of civil works laid down in the bid document including following works including all materials labour, T&P etc complete for proper completion of work as per instructuion of engineer in charge (i) Electrification work in staff quarter with cocealed conduit wiring from (7/16) mm thick copper wire, fixing of switches, holders, ceiling rows, fan box, street lamp, tube light, switches, sockets, ceiling fan and MCB etc. as per relevant IS codes in approved make and quality and its connection with supply main including its testing as per direction of Engineer in charge (ii) Making water supply in staff quarter from 15 mm dia medium class GI pipe laid accoring to wall with steel hooks in water closet room, bath room, kitchen room and courtyard and connected with OHT with fixing of brass/steel bib cock, kitchen sink and wash basin in courtyard as per instruction of Engineer in charge. (iii) Supply and fixing of water closet with flushing cistern, construction of septic tank for 5 people and its connection with water closet including fixing of air vent pipe in septic tank. (iv) Making proper drainage arrangement including collection of waste water from kitchen, bathroom and courtyard, its disposal upto appropriate place from staff quarter including fixing of nahani trap at the collection point as per direction of engineer in charge.

1

1272034

1272034

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Dismantling of BOE surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.

2028.05

70839

34.93

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Dismantling of bituminous surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.

120.33

4976

41.36

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Dismantling of CC surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.

92.57

4848

52.38

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Reinstatement of the BOE type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.

2028.05

639383

315.27

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Reinstatement of the Bituminous type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.

120.33

143990

1196.63

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Reinstatement of the CC type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.

92.57

117883

1273.45

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Provision for road/nala/culvert crossing as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge.

33

99740

3022.43

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Making house connection from distribution line to outer wall of house, with supply of MDPE pipe (Average 10.0 mtr.) including specials, Brass ferrule, Saddle clamp etc. of suitable size, T&P etc. and also include one meter G.I. pipe medium class and grouting(in dia of 150 mm and height of 400 mm) of the house connection including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge.

589

1245104

2113.93

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Construction of single tap pillar type stand post as per type drawing anddesign as per instructions of Engineer -in -charge.

3

13235

4411.68



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