UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Eprocure

Opening Date

10 Jun 2019

Closing Date

20 Jun 2019

Tender Amount

₹ 1,45,00,000 
Notes
Download

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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T.W.- to OHT- D.I. K-9, 100mm

30

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678.96

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Supply of D/F Sepecials conforming to latest/relevant I.S specifications, suitable for above D.I K-9 pipes F.O.R destination, including all taxex and insurance.etc as per drawing and details attached & instructions of Engineer-in charge

1

-

2036.88

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Supply of the following sizes of C.I.D./F sluice valves, Class I, working pressure 10 kg/cm² conforming to ISS : 780/1969 or its latest amendments, F.O.R. destination, including all taxes and insurance etc as per drawing and details attached & instructions of Engineer-in charge. (100 mm dia.)

1

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7452

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Excavation of earth in ordinary soil (loam, clay or sand) for pipe line trenches including lift upto 1.50m and lead upto 50m 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. etc as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge

30.8

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157.66

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Carting from the site store (upto 8km) to the following sizes of D.I. K-9 pipes and specials to the site of work, lowering them into trenches and laying true to alignment and gradient including jointing, testing of pipe line and including the supply of jointing materials such as nut-bolts, rubber insertions, white lead etc. complete but excluding cost of trenching and cutting of pipes etc. for making the required lengths. as per drawing and details attached & instructions of Engineer-in charge. (100 mm dia.)

30

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41.67

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Carting of D/F sluice valves of following sizes from site store to the site of works, lowering them into already prepared trenches and fixing them in position including supply of jointing materials such as nut-bolt, rubber insertions, white lead etc. required for proper completion of the work including their testing complete. as per drawing and details attached & instructions of Engineer-in charge. (100 mm dia.)

1

-

1020.15

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Supply of all materials, labour, T&P etc. required and construct masonary type sluice valves chamber as per departmental type design as per drawing and details attached & instructions of Engineer-in charge

1

-

16560

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Supply of all materials, labour, T&P etc. required and constrct thrust blocks at the ends as per drawing and details attached & instructions of Engineer-in charge

3

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3312

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Supply of all materials, labour, T&P etc. required for making flanged joints for D/F pipe and specials with nuts &bolts , rubber packing etc. as per drawing and details attached & instructions of Engineer-in charge

10

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345.87

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Supply of all materials, labour T&P etc. complete and construction of R.C.C. Over Head Tank of following capacity and staging above ground level with main specifications and with main components. 100 KL capacity / 14 m staging. All the components of OHT will be casted in design concrete with cement, coarse sand and approved stone grit. Minimum depth of foundation below original ground level will be 2.5m. Seismic effects should be taken into consideration. The assumed bearing capacity of soil has been taken as 8 M.T./sqm. 1m wide RCC staircase from ground level to balcony. M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium quality G.I. pipes on both sides in two rows from balcony to top dome resting on an RCC plateform (75x75cm and 10cm thick) projecting from top ring beam and one ladder inside the tank body (from manhole in top dome to bottom dome). 1m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper railing of 20mm dia medium quality, G.I. pipe (in 3 rows) on both sides of stair case, around the balcony, The G.I. pipes will be supported on RCC posts of 100mm dia or on the posts made of 50x50x6 mm MS angle section, Proper ventilator at top dome in circular shape of 1.2m dia along with an RCC cover of min 1.50m dia and 7.5cm thickness,

-

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-

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The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality alongwith expanded metal jali. Water level indicator fabricated with good quality min. 45x45x6mm M.S. angle 6 mm flat and 3 mm thick M.S. sheet. The indicator board scale made of 3 mm thick M.S. plate should have a clear width of min. 25cm painted with good paint. Lightening conductor as per I.S.S. 2309, of its latest amendments or latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhold of min 60x60cm size made of M.S. channel section with adequate cover made of M.S. sheet of min 3 mm thickness hinged with manhole with locking arrangement. This manhole should be fixed top dome at proper place. Supply, fixing, jointing of following sizes of D.I. D/F pipes with D.I. D/F specials as vertical pipes for inlet 100mm., outlet 100mm, overflow 100mm, washout 100mm as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. with Supply and fixing of 3 Nos. sluice valves and construction of masonary type sluice valves chember, washout & overflow chember and other item i.e. painting , soil testing with approved firms and details attached in schedule-G and Tender Document with proper direction given by engineer in charge

100000

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16.74

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Supply of the following sizes and type of pipes with coupler and all jointing materials such as solvent cement/ rubber rings etc. including F.O.R. destination and all taxes, insurance and with loading, unloading and stacking etc. complete.

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-

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HDPE Pipe PE-100

-

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-

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110mm dia

343

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190.44

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90mm dia

10657

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128.34

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Supply of specials for above Pipes.

1

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71651.7

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Excavation for pipeline work in ordinary soil (loam, clay or sand) for pipe line trenches including lift upto 1.50m and lead upto 50m and refilling, watering, ramming of excavated earth into the trenches and disposal of surplus earth upto 50m from the center of the trenches. and ensure that surface road is motorable after filling and no pits are visible.

8285

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157.66

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Carting of the following sizes of pipes and specials (within 8 km or within the municipal limit) and lowering them into trenches and laying true to alignment and gradient including testing of pipeline excluding cost of trenching but, including cutting of pipes etc. for making of lengths and making joints.

-

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-

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H. D. P. E. Pipe PE -100

-

-

-

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110 mm dia

343

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50.04

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90 mm dia

10657

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43.92

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Supply of the following sizes of C.I.D./F Sluice Valves and scour valves as per ISS 780 Class I, working pressure 10kg/cm² F.O.R. estination including all taxes and insurance.

-

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-

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Sluice valve

-

-

-

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100 mm dia

1

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7452

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80 mm dia

8

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5961.6

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Scour Valve

-

-

-

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50 mm dia

2

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3312

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Supply of 20mm dia screwed down type air valve with gun metal seat, F.O.R. destination, including all taxes and insurance.

2

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2359.8

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Supply of under ground sluice valve type fire hydrant consisting of 80mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 63mm dia standard make iron coupling with cap and chain etc. complete conforming to latest/ relevant I.S. specifications including all taxes and insurance.

1

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14904

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Carting of C.I.D./F sluice valves and scour valves of following sizes to the site of works, lowering them into already prepared trenches and fixing them in position including supply of jointing materials such as bolt, nuts, rubber insertion white lead, valves and specials required but the testing etc as per drawing and details attached & instructions of Engineer-in charge

-

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-

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Sluice valve

-

-

-

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100 mm dia

1

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1020.15

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80 mm dia

8

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779.4

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Scour Valve

-

-

-

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50 mm dia

1

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779.4

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Carting from site store the 20mm dia screwed down air valves, to the site of works, lowering them into already prepared trenches and fixing them in position including boring and threading the main etc. complete and including the cost of bailing out of water, supply of jointing materials such as nut-bolts, rubber insertions, white lead etc. including their testing complete. as per drawing and details attached & instructions of Engineer-in charge

1

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537.3

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Carting of 80mm dia flanged fire hydrant to the site of works, lowering them into already prepared trenches and fixing them in position including baring and threading the main etc. complete including the cost of bailing out of water, supply of jointing materials such as nutbolts, rubber insertions, white lead etc. including their testing complete. as per drawing and details attached & instructions of Engineer-in charge

1

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1206.81

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Provide all materials, labour, T&P etc. required and construct single tap pillar type stand post as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge

5

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5547.6

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Supply of all materials, labour, T&P etc. required and construct following chamber as per drawing and details attached & instructions given by Engineer-in charge

-

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-

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Masonary type Chamber

1

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16560

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Surface Box Chamber

8

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2732.4

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Fire Hydrant Chamber

1

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17222.4

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Air Valve Chamber

2

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5754.6

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Scour Valve Chamber

2

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2732.4

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Dismantling of following type of surfaces and making them temporary pathable and disposal of unserviceable materials upto a distance of 50m. This rates include temporary reinstatement of roads by using old recovered materials and making roads motorable & pit free. as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge

-

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-

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Bituminous surface

187.19

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121.05

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CC Road

868.02

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229.5

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B.O.E road surface

1388.28

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64.26

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CC inter locking

274.62

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105.17

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Reinstatement of following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m. This works i.e. reinstatement of roads essentially would be done after testing of pipe line & prior approval given by Engineer-in charge

-

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-

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Bituminous surface

187.19

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1283.4

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CC Road

868.02

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1278.18

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B.O.E road surface

1388.28

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219.6

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CC inter locking

274.62

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646.2

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Provision for crossing of nalas,road, culvert and embankments (bundhs) etc. along the alignement of pipe line including supply of C.I. Tyton pipes and specials, and their laying and jointing testing etc. as per drawing and Unit Estimate, details attached & directions given by Engineer-in charge

-

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-

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Nala Crossing

-

-

-

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1.50 to 3.00 m.with C.I.D/F Pipe

2

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26082

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up to 0.50m without D/F pipe

20

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745.2

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Road Crossing

-

-

-

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3.00 to 4.00 m.

1

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10846.8

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House connections with 21 mm C-P.V,C, pipe with all specials and as per Unit Estimate, drawing and details attached & instructions given by Engineer-in charge

-

-

-

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Nos. of house connections

289

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1987.2

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Construction of boundry walls As per departmental type design, drawing and unit estimate at water works compound including supply of all labour material T&P etc required for proper completion of work

93.32

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6003

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Supply and fixing of gate including construction of pillers as per departmental type design & unit estimate attached in tender documents including supply of all labour material T &P etc required for proper completion of work

-

-

-

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3.60m wide gate

1

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37508.4

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1.20m wide gate

1

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28234.8

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Provide all material labour T&P etc required for proper completion of works and construct CC pavment approach road as per Unit Estimate, drawing and details attached & instructions given by Engineer-in charge

35

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4802.4

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Provide all material labour t&p etc required for completion of works including levelling dressing and excavation and filling of earth whee necessary for development of works site from carrige of earth about 8 km distance. This work will be done after over all completion of the work and after producing contour survey with approval of Engineer-In-Charge.

569

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263.34

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E/M WORKS

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-

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Construction of 275/250M deep T.W. with 200x150 mm dia. T.W. Assembley and supply & Installation commissioning, testing and handover of 500 LPM 40M Head Submersible pumping Plant with Tubewell at Chakkimusadohi w/s schemme Distt. Mau.

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-

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Construction of Tube Well capable of providing 500 LPM sand free discharge,with pump proposed under item no. 2. given below. including supply of 7.1mm MSERW Pipes, Drilling of bore, supplying, fixing & lowering of housing pipe as per IS : 4270 including M.S. Ring duly welded with Ferrospeed M.S. electrodes to have extra strength. Tubewell Assembly containing of MSERW housing pipe, Plain/ Slotted pipe, M.S. reducer, M.S. bail plug, M.S. Clamp, well Cap, M.S. rings etc of desired size. Development of constructed tube well by Air compressor & O.P. Unit.of suitable capacity and Verticality of tube well after development of tubewell by O.P. unit and Chemical and Bacteriological test of water sample, Transportation of all materials, T&P etc required for proper completion of work as per instructions of Engineer-in -Charge. Running and mentinance of pumping plant till handover the pumping plant and T.W. to the concerning authourity i.e. Gram Panchayt, Secretory and Pradhan/ Execitive Engineer Const. Division U.P. Jal Nigam Mau etc. -Telescopic boring upto total depth of 275 m BGL consisting of drilling including logging of bore well by suitable electrical logger as following -

-

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-

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Transportation, Installation and dismantling of Rig Machine.

1

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138177.6

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Drilling of of Bore hole of following sizes.

-

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-

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550 mm. dia size from G.L. to 46 mts. BGL.

46

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2188.8

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500 mm. dia size from 46 mts. BGL. to 80 mts. BGL.

34

-

2134.08

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500 mm. dia size from 80 mts. BGL. to 120 mts. BGL.

40

-

2323.2

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500 mm. dia size from 120mts. BGL. to 160 mts. BGL.

40

-

2434.56

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500 mm. dia size from 160mts. BGL. to 200 mts. BGL.

40

-

2574.72

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500 mm. dia size from 200mts. BGL. to 240 mts. BGL.

40

-

2648.64

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500 mm. dia size from 240mts. BGL. to 275 mts. BGL.

35

-

2723.52

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Lowering of Tube well Assembly and Shrouding of Tube well by Pea Gravel.

-

-

-

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Lowering of 200mmx150mm dia tube well assembly in bore hole and shrouding of pea Gravel between annular space of bore hole and T.W. assembly from G.L. to 250m BGL.

-

-

-

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200mm.dia. Housing Pipes from G.L to 42M. BGL

42

-

369.6

... More
150mm.dia. Plain/Slotted Pipes from 42 M. to 80 M. BGL

38

-

351.36

... More
150mm.dia. Plain/Slotted Pipes from 80 M. to 120 M. BGL

40

-

387.84

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150mm.dia. Plain/Slotted Pipes from120 M. to 160 M. BGL

40

-

411.84

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150mm.dia. Plain/Slotted Pipes from160 M. to 200 M. BGL

40

-

435.84

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150mm.dia. Plain/Slotted Pipes from 200 M. to 240 M. BGL

40

-

441.6

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150mm.dia. Plain/Slotted Pipes from 240 M. to 250 M. BGL

10

-

448.32

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MATERIALS

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Tube well Assembly

-

-

-

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200 mm. dia. MSERW Housing pipe thickiness 7.1 mm

42

-

1924.8

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150 mm. dia. M.S. Plain Pipe thickiness 7.1 mm

178

-

1443.84

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150 mm.. dia. M.S. Slotted Pipe thickiness 7.1 mm

30

-

2275.2

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200 x 150 mm. dia. M.S.Reducer made by 12mm MS Plate

1

-

3149.76

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150 mm. dia. Bail Plug made by 12 mm M.S. Plate

1

-

1312.32

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200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate

1

-

1750.08

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200 mm. dia. well Cap made by 12 mm M.S. Plate

1

-

962.88

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200 mm. dia. M.S.Ring. 125 mm wide 12 mm Thick

7

-

1224.96

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150 mm. dia. M.S.Ring. 100 mm wide 12 mm Thick

45

-

962.88

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200 mm. dia. Tube well assembly supporting frame structure fabricated by 150 mm x 3 mts long M.S. channel

1

-

6125.76

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Center guide sutable for M.S. Ring of 150 mm. size

12

-

699.84

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Pea Gravel -

-

-

-

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Over to 1.25mm to 3.65 mm. size pea gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.

77

-

5075.52

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Development of Tube well

-

-

-

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Development of Tube well by 600 P.S.I. Air Compressor

-

-

-

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Transportation, Installation and dismantling of compressor including levelling & dressing of site and camp equipage.

1

-

71153.28

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Development of T/W by 600 P.S.I. Air Compressor.

70

-

3262.08

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or

-

-

-

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Development of T/W by 250 P.S.I. Air Compressor.

70

-

2837.76

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Development of Tube well by O.P. Unit

-

-

-

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Transportation, Installation and dismantling of O.P. Unit including levelling & dressing of site and camp equipage.

1

-

85165.44

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Development of T/W by O.P. Unit

150

-

810.24

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Chemical and Bacteriological test of water sample., Verticality and yield test of tube well. and Barricading arrangement of site of T.W. for safety purpose.

1

-

18632.64

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Supply and installation of 500 LPM 40 M Head 10 H.P. submersible pump set to pump clear and cold water with Bronze Impellar of KSB make (As per IS 8034:1989) including switch gear fully automatic air brack star delta starter cum pannel board built-in type with finolex make submersible cable and G.S.M. based feature wirelass type G.S.M. based pump controller and O.H.T. water level controller & 100 mm dia. Electromagnetic online water flow meter (cubical panel board, starter, cable, power wiring & earthing etc) necessory tools (Everest/Taparia make), main piping & valves (IVC/KIRLOSKAR make), pressure gauge & depth gauge (H Guru/Febieg make) with their fittings,Double earthing, Supply and fixing of electro mechanical type chlorinating plant of suitable capacity (IS 10553, part-5 1987),Supply and fixing of Indeff make 2 ton capacity of 4.5 m lift chainpully block, Electric resitance rubber sheet of 1 x 2 m size 12.5 mm thick, commissioning & testing etc of pumping plant complete in all respect as per detailed specifications given below. (All supply will be done after the approval of Engineer-in - charge ).

-

-

-

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500 LPM, 40m head 2900rpm, 10 H.P. submersible clear water pumping plant suitable to operate on 400+ 10% volt, 50hz, 3-phase A.C. Supply (As per IS 8034-1989)

1

-

61254.72

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Switch gear ( Fully automatic air break star delta starter cum panel) build in with following accessories.

1

-

91881.6

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Type of starter - Fully Automatic star delta starter of L&T Make. Comprising of following instruments.

-

-

-

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Contactors of suitable ratings.

-

-

-

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TOR of suitable ratings.

-

-

-

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PB Switches.

-

-

-

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Dual Amp & Voltmeter.

-

-

-

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Amp meter selector Switch.

-

-

-

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Toggle Switches.

-

-

-

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Indicating Lamps Phase Failure.

-

-

-

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Phase reversal relay.

-

-

-

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Single Phase Preventer.

-

-

-

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Capacitor of suitable ratings.

-

-

-

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GSM.

-

-

-

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Reference Standard:- IS/IEC: 60947-4-1 & IEC: 60947-4-1

-

-

-

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Method of Control: - Wireless

-

-

-

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Contactor:- Suitable ratings.

-

-

-

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Method of Cooling: - Naturally Air Cooled

-

-

-

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Motor Protection Provision -

-

-

-

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Thermal Over load relay

-

-

-

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Trip Class 10A

-

-

-

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Relay Range As per standard

-

-

-

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Water Level Controller:-

-

-

-

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Auto & Manual Provisions.

-

-

-

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Pump OFF' when.tank is Full.

-

-

-

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Pump 'ON' when tank is empty.

-

-

-

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Indication for controller 'ON'

-

-

-

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System Protection:- MCB/MCCB for short circuit protection

-

-

-

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Power Factor: - Suitable rating Capacitor for improvement of power Factor.

-

-

-

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GSM Features: -

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-

-

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a)  Make controller 'ON'.

-

-

-

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b)  Make controller 'OFF',

-

-

-

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c)  Controller can be made 'ON' for particular time.

-

-

-

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d)  Feature of daily timer.

-

-

-

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e)  Auto/Manual Mode.

-

-

-

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f)  Power resumes feedback with duration.

-

-

-

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g)  Feedback can be given to 3 monitoring numbers,

-

-

-

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h)  Feedback will be given if the Controller manually 'OFF',

-

-

-

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i)   Feedback on faults.

-

-

-

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j)  Feedback in case of power failure up to two phases.

-

-

-

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k) Wide input voltage 100V to 540V, AC 3 phase, .3 wire, 50Hz.

-

-

-

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Wireless type GSM based pump controller complete kit.

1

-

21876.48

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OHT Level controller complete kit.

1

-

13126.08

... More
MAIN PIPING AND VALVES

1

-

118133.76

... More
80 mm dia 5.4mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3m long 24 m with 1m long top pipe with cap (Damdam) and water sealing rabber ring. (8 Nos.)

-

-

-

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CI-D/F 900 bend of size 80mm dia (1 No.)

-

-

-

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CI-A/F Tee of size 80mm dia (1 No.)

-

-

-

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M.S. Distance pipe 80mm dia x 1.0m long (2 No.)

-

-

-

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M.S. Distance Pipe 80mm dia x 1.5m long (1 No.)

-

-

-

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M.S. enlarger/reducer of suitable size.

-

-

-

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M.S. Clamp 80 mm dia. (1 No.)

-

-

-

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80mm dia CI D/F Sluice Valve 80 mm dia P.N. rating 1.0 having following specification confirming. (As per IS - 14846-2000) (2 No.)

-

-

-

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Non rising system with hand wheel

-

-

-

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Both end flanged

-

-

-

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With Isometric trap axial threads for smooth operation of stream.

-

-

-

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Face ring pressed in body and wedge.

-

-

-

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Wedge tarred on both sides provided with deep grooves inside.

-

-

-

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Application Handling of clear and cold water sp. gr. 1.0 (Confirming to 15.780/I.S. 2905)

-

-

-

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80mm dia CI D/F Reflux Valve (Confirming to IS-5312 part-I) Having following specification :- (1 No.)

-

-

-

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Suitable for handling clear and cold water having specific gravity and temperature up to 500.

-

-

-

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Both end flanged.

-

-

-

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Door contact on the periphery.

-

-

-

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Body: Gun Metal.

-

-

-

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Hinge pin stainless steel.

-

-

-

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Disc face: High quality mature rubber or better.

-

-

-

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GAUGES :

1

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7000.32

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Pressure gauge 100 mm dial 0-7 kg/cm (1 No.)

-

-

-

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Depth Gauge 100 mm dial 0-390 Ft. (1 No.)

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-

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Other necessary fitting for gauges (1 Set)

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-

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8 mm dia. Steel airline 40 meter with bend, elbow, tee, union joints, sockets, control cock, Schrouder valves, hand air pump etc. (1 Set)

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-

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TOOLS (REPUTED MAKE) IN A TOOL KIT

1

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5250.24

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Pipe wrenches 350 mm (1 No.)

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-

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Pipe wrenches 300 mm (1 No.)

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-

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D/E spanner 22/6 mm (1 No.)

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-

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Adjustable wrench 300 mm (1 No.)

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-

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Screw driver

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-

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(a)   12 X 250 mm (1 No.)

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(b)   8 X 250 mm (1 No.)

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(c)   5 X 250 mm (1 No.)

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-

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Combination plier 200mm (1 No.)

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-

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Nose plier 200 mm (1 No.)

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-

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Hammer with handle 1 Kg. (1 No.)

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-

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Line tester (Taparia make) (1 No.)

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-

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LIFTING TACKLE (REPUTED MAKE)

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-

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1 tones capacity 4.5 m lift, spur geared chain pulley block (Tested on 2 Tones.)

1

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17501.76

... More
Misc. items such as protection ring, cutout, electric resistanace rubber sheet.

1

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13126.08

... More
PAINTING

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-

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Painting of pumping plant with approved anticorrosive and specified colour paint-2 coat.

1

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1750.08

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Commissioning & testing of pumping plant.

1

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4375.68

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INSTALLATION

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Installation of pumping plant along with all neccessory fitting including by pass & delivery arrangements, airline and gauges fitting etc. complete in all respect with power wiring & earthing.

1

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14438.4

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Supply of Electro mechanical type chlorinating plant with 0 to 6 LPH capacity pump set Suitable for 500 L.P.M. to 3000 L.P.M. discharge pumping Plant, on 10 Kg./Cm2 working pressure to feed sodiumhypochloride solution complete set, inlet & outlet connection with 100 litre capacity solution tank suitable for 500 LPM discharge of pumping plant.

1

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28002.24

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6 point wiring of Pump house for light with 2.00 sq.mm PVC insulated multi strand copper conductor cable in rigid PVC condult pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and celling rose/angle/batton holder on 3mm thickphenolic laminated backelight sheet etc complete in all respect as per I.E. rule including luminaries with 15 amp. switch fuse unit as per instruction of Engineer-in-charge after approval of drawing.

1

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14876.16

... More
Supply and installation of 15 KVA oil cooled Automatic Voltage stablizer input voltage 250-460 (+ 6%) or suitable range of unbalanced input voltage as per site condition and output voltage 440(+ 1%) 3 phase 50 c/s A.C. to proper run the above pump set commissing etc.

1

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131259.84

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Erection of Transmission line of ACSR weasel conductor including all materials i.e. poles, conductors, insulators etc from the nearest existing H.T. line. Supply & fixing of 11KV/0.4V, 25 KVA Transformer with Double Pole Sub Station including security charges, Energy Meter, System loading charges, Fixed charges, processing fees etc completed in all respect, providing service connection to the T.W.

1

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561091.2

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In case after yield test of tubewell the discharge will found lesser than the required discharge. The motor H.P. and its associated accessories will changed/ reduced.Rebate shauld be given per H.P. in percentage (%)

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