UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Eprocure
Opening Date19 May 2020
Closing Date28 May 2020
Tender Amount₹ 1,93,80,593
Costs
EMD
₹ 2,03,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJNM_472491_1Bid Award Id
ViewTender No
490/Lekha-3/45 dated 27.03.2020Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
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Documents
CONSTRUCTION OF RCC OHT,TUBEWEL, PUMP HOUSE, PIPE LINE ETC WORK OF MADAR GP W/S SCHEME BLOCK-PALI, GORAKHPUR
CONSTRUCTION OF RCC OHT,TUBEWEL, PUMP HOUSE, PIPE LINE ETC WORK OF MADAR GP W/S SCHEME BLOCK-PALI, GORAKHPUR
CONSTRUCTION OF RCC OHT,TUBEWEL, PUMP HOUSE, PIPE LINE ETC WORK OF MADAR GP W/S SCHEME BLOCK-PALI, GORAKHPUR
BOQ Items
HDPE Pipe PN-6
-
-
-
63 mm dia
7408
-
98.73
75 mm dia
364
-
135.41
90 mm dia
291
-
186.31
110 mm dia
104
-
264.64
140 mm dia
3585
-
417.45
Supply, Carting and fixing of following sizes of C.I.D./F. fittings and valves including supply of all materials, labour, jointing material & required sizes of nut-bolt etc. complete as per IS standard suitable for working pressure of 10 kg/cm2 F.O.R. destination including all taxes and insurance as per instructions of Engineer-in-charge.
-
-
-
50mm dia Sluice Valve
2
-
3229.13
65mm dia Sluice Valve
1
-
4654.13
125mm dia Sluice Valve
2
-
7029.13
80 mm dia Scour Valves
2
-
5129.13
Supply, carting and fixing of underground sluice valve type fire hydrant consisting of 80 mm dia sluice valve, 80 mm dia tail pieces, 80mm dia duck foot bend and 63 mm dia standard makes iron coupling with cap and etc. complete conforming the latest/relevant 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.
-
-
-
80 mm dia Fire Hydrant
1
-
9417.34
Supply, Carting and fixing of 20 mm dia screwed down type air valve with gun metal seat confirming to latest/relevant I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches fixing in position and jointing them pipelines and testing (including supplying of complete materials etc.) as per instructions of Engineer in-charge.
-
-
-
20 mm dia Air valves
2
-
3841.41
Construction of following chambers as per type design of U.P. Jal Nigam including supply of all materials, labour, T&P etc complete.
-
-
-
Sluice Valve chambers ( Masonary type)
2
-
21883.93
Sluice Valve chambers ( Surface box type)
3
-
4156.25
Scour Valve chamber
2
-
21883.93
Fire hydrants chamber
1
-
15691.96
Air Valve chamber
2
-
7633.93
Dismantling and re-instatement of various type of road surfaces for laying of pipe line including sorting out serviceable materials and staking them with in 50 meter including labour, T&P etc complete.
-
-
-
Dismantling of B.O.E. Road for laying of pipe line & sorting out serviceable & unserviceable brick after dismantling of BOE road.
3398.76
-
74.64
Reinstatement of B.O.E. surface with 25% old brick and 75% new bricks including supply of all materials, labour T&P etc required for proper completion of the work.
3398.76
-
320.62
Dismantling of C.C. Road for laying of pipe line & sorting out serviceable & unserviceable materials after dismantling of road.
374.84
-
281.61
Re-instatement of Cement Concrete Road after laying of pipe line works including 100mm thick PCC 1:4:8 with cement, fine send & 40mm brick ballast & 100 mm thick 1:2:4 cement , coarse sand & 20mm gauge stone grit & disposal of un-serviceable material up to 50 meter distance and provide all material , labour & T&P etc. complete as per satisfaction of Engineer-in-charge .
374.84
-
1482.68
Dismantling of Bituminous Road for laying of pipe line, including disposal of unserviceable materials after dismantling of road.
573.71
-
145.89
Re-instatement of Bituminous Road after laying of pipe line works including all material, labour & T&P etc. complete as per satisfaction of Engineer-in-charge.
573.71
-
1458.08
Dismantling of interlocking road for laying of pipe line & sorting out serviceable & unserviceable interlocking brick after dismantling of road.
111.38
-
134.02
Reinstatement of interlocking surface with 25% old brick and 75% new bricks including supply of all materials, labour T&P etc. required for proper completion of the work.
111.38
-
877.05
Provision for crossing of nalas, culvert, road and embankments (bundhs) etc. along alignment of pipe line including supply of G.I. pipe and specials of different length and dia and also their laying, jointing and testing complete and also provide protection work on pipe line where ever required.
-
-
-
Nala / culvert crossing 1.00m width
3
-
4510
Nala / culvert crossing 3.50m width
4
-
13910.71
Road Crossing through trenchless crossing
21
-
3223
Construction of single tap pillar type stand post including supply of all materials , labour , T&P etc. complete as per departmental type design at locations provided by Engineer-in-charge .
6
-
4936.6
Making house connection with separate brass taps for kitchen & bathroom of households in 63 to 160 mm nominal dia new distribution system of PVC pipe including fixing of saddle, fitting of ferrule 8mm size, adopter including supply, laying & fitting of 20 mm dia HDPE pipe & 15mm dia G.I. pipe (should be of reputed brand like TATA/ JINDAL etc. and must be grouted in cement block of size 20 cm*20cm*15cm) combination with average length of HDPE pipe 7m and G.I. pipe 3m with dismantling & reinstatement of road, necessary excavation & filling of earth as per departmental design and as directed Engineer in charge.
839
-
3562.5
(For Rising Main )
-
-
-
Excavation of Earth for pipe line in ordinary soil (loam, clay and sand) with lift up to 1.50m and lead up to 50 m including filling back in 15cm layer with watering and ramming of excavated earth into the trenches and removal & disposal of surplus earth up to 50m from the center the trench (Both Tw. to O.H.T & By Pass)
34.5
-
203.88
Supply and carting , laying and jointing of following sizes of D.I. K-7 pipes with all jointing materials as per relevant IS standard or it's amendment and laying true to the alignment and gradient as per relevant IS standard including necessary carting, railway freight, insurance charges and cartage and cartage upto site of work (Both Tw. to O.H.T.)
-
-
-
DI- K-7 150 mm dia
40
-
1011.73
Supply, Carting and fixing of following sizes of C.I.D./F. sluice valves class 1 conforming to I.S. 780/1969 or it's latest amendments including supply of all materials , labour , jointing material & required sizes of Nut-bolt etc. complete F.O.R. destination including all taxes and insurance etc. suitable for working pressure of 10kg/cm2.
-
-
-
C.I.D/F Sluice valve (150 mm dia)
1
-
5395.13
Construction of masonry type sluice valve chambers in 1:4 cement & coarse sand as per type design of U.P. Jal Nigam including supply of all materials, labour, T&P etc complete.
1
-
21883.93
Supply of all materials, labour T&P etc. required and construct thrust blocks at the bends.
1
-
19254.46
For-Pump House (3.6m x 3.0m x 3.0m) Cum Chlorinating room (2.5m x 1.8m x 3.0m)
-
-
-
Excavation of earth in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 50 m filling ,watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches.
23.88
-
161.83
100 mm thick concrete with 40 mm gauge brick ballast, local sand & cement in proportion of 8:4:1 in foundation including supply of all materials labour, T&P etc. required for proper completion of the work.
5.75
-
4362.79
Ist class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc required for proper completion of the work.
10.94
-
5268.04
20 mm thick damp proof coarse with cement & approved coarse sand in 1:2 including 5% water proofing materials in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc required for proper completion of work, including curing and shuttering as necessary.
5.75
-
266.76
Ist class brick work in 1:6 cement and local sand mortar in superstructure including supply of all materials, labour, T&P etc required for proper completion of the work.
15.26
-
5869.1
R.C.C. work in with cement, coarse sand and 20 mm gauge approved stone ballast in proportion of (1:1.5:3) in lintels of doors and windows, slabs & chhajja excluding supply of reinforcement and its bending, but including its fixing and binding the same with 0.50 mm thick binding wire (to be supplied by the contractors) and including necessary centering and shuttering supply of all materials, labour, T&P etc. required for proper completion of the work.
-
-
-
Slab
2.7
-
11834.05
Beam/Lintel
0.46
-
10779.51
Chhajja
0.11
-
10779.49
Mild steel or iron work in R.C.C. work wrought to required shape as necessary including bending for proper completion of work including supply of steel & wastage etc.
378
-
90.17
Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in the proportion 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of work.
0.09
-
9536.04
Supply and fixing of M.S. angle iron door chaukhats of 40mm x 40mm x 6mm size with holdfasts and 125 mm size heavy duty hinges with 1.6 mm thick M.S. sheet door with 35mmx35mmx5mm angle iron door frame, fitting of handle, locking arrangement etc. including simple moulding, welding work and also supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge.
-
-
-
1.20*2.10-1no.& 0.9*2.10-1no.
490
-
90.17
Supply and fixing of Z-section, M.S. window with window frame panel as per departmental drawing including supply and fitting of handle, locking arrangement, heavy duty etc. complete.
-
-
-
0.9*1.50-4 no. & 0.3m*0.3m- 1No. ventilator
630
-
90.17
12 mm thick plaster in 1:6 with cement and local sand mortar over brick work minimum thickness not be less than 10 mm including supply of all materials, labour, T&P etc. required for proper completion of work.
183.18
-
151.38
12 mm thick plaster in 1:6 with cement and local sand mortar over rough face of one brick work minimum thickness not be less than 10 mm including supply of all materials, labour, T & P etc. required for proper completion of work.
17.12
-
135.16
Earth filling in plinth including supply of necessary quantity of earth from a distance not exceeding 10 km. from the site of work and including watering, dressing etc. required to include the cost of materials, labour, T&P etc. required for proper completion of the work.
20.78
-
456.37
25 mm thick 1:2:4 P.C.C. floor with cement and coarse sand & 20 mm gauge approved stone ballast laid on panels finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting of 1 part cement, 4 part of local sand and 8 part of 1st class brick ballast 40 mm gauge in proportion of 1:4:8 and removing any over lapping of mortar at the joints of the panels if any and giving them uniform finish including supply of all materials, labour, T&P etc. required for proper completion of the work.
18
-
551.3
Painting or varnishing of new iron or wood work with one coat of priming and two coats of approved paint & varnish including supply of all materials, labour, T&P etc. required for proper completion of the work.
43.21
-
155.44
Finishing wall with water proof cement paint of approved make and quality over one priming coat of new work with two coats to give an even shade after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all material (Inner and outer plaster area)
196.23
-
96.43
Supply & fixing of rolled steel joists 150 mm x 100 mm size including its. Painting with approved paint and also paint of primer.
1
-
6650
Supply and fixing of rain water 110mm PVC pipe with bend and clamp etc. all complete.
8
-
397.24
Supply of all materials, labour, T&P etc. required for construction of stilting chamber, fixing of 900 V-notch 4mm thick M.S. plate with sharp edged & scale etc. complete as per direction of engineer-in-charge.
1
-
12383.93
(For Staff Quarter Half set)
-
-
-
Excavation in foundation in ordinary soil including lift up to1.50 m and lead upto 50 m filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into plinth and disposal of surplus earth up to a distance of 50 m from the center of the foundation trenches.
24.1
-
169.72
Concrete with 40 mm gauge brick ballast, local sand & cement in proportion of 8:4:1 in foundation and floors including supply of all materials, labour, T&P etc. required for proper completion of the work.
4.95
-
4877.21
1st class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials labour T&P etc. required for proper completion of the work.
17.06
-
6050.86
As in item 3a above but in superstructure including necessary cutting & moulding of bricks as per required and also including honey comb brick work of wall not be less than 1 brick.
30.01
-
6710.72
As in item 3a above but in superstructure including necessary cutting & moulding of bricks as per required and also including honey comb brick work thickness of wall not be less than 1/2 brick.
1.6
-
7154.86
25 mm thick damp proof coarse with cement and approved coarse sand 1:2 including 5% water proofing materials or in the proportion as specified by the manufacturer including supply of all material labour T&P etc required for proper completion of the work & including curing & shuttering as necessary
10.78
-
302.25
RCC work with cement, coarse sand and 20 mm gauge approved stone ballast in proportions 1:1.5:3 in lintels of doors and windows, slab and chajjas excluding supply of reinforcement and it's bending but including it's fixing and binding the same with 5mm 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.
-
-
-
Slab
4.06
-
13488.7
Beam / Lintel
0.58
-
13900.8
Chhajja
0.88
-
13488.7
Mild steel or iron work in plain work such as RC.C. or RB. work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the including supply of all materials, labour T&P etc. required for proper completion of work of steel and wastage.
4.36
-
9017
Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in the proportion 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of work in bed block for lintel, hold fast etc with proper shuttering and centering
0.4
-
9494.21
Supply and fixing of M.S. angle iron door chaukhats of 40mm x 40mm x 6mm size with holdfasts and 125 mm size heavy duty hinges with 1.6 mm thick M.S. sheet door with 35mmx35mmx5mm angle iron door frame, fitting of handle, locking arrangement etc. including simple moulding, welding work and also supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge.
-
-
-
Door - 0.75 m x2.10 m - 8 No. & 0.90 m x 2.10 m - 6 Nos.
610
-
90.17
Window - 1.20 m x1.50 m - 4 Nos., 1.20 m x 1.10 m - 2 Nos & 0.50 m x 1.50 m - 2 Nos
500
-
90.17
Providing and fixing MS square bar ventilators over opening including supply of all materials, labours , T&P etc. required for proper completion of work. 300x300 mm 3 kg each
9
-
112.29
12 mm thick plaster in 1:6 with cement and local sand mortar over brick work minimum thickness not be less than 10 mm including supply of all materials, labour, T & P etc. required for proper completion of work.
93.3
-
192.17
12 mm thick plaster in 1:6 with cement and local sand mortar over rough surface of one brick wall minimum thickness not be less than 10 cm including supply of all materials, labour, T & P etc. required for proper completion of work.
162.9
-
221.99
20 mm thick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels, finished with 3 mm floating cost of neat cement or 1:5 cement and marble dust including supply of all materials, labour, T&P etc. required for proper completion of work.
18.58
-
547.2
Sand 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. required to include the cost of materials, labour, T&P etc. required for proper completion of the work.
16.35
-
869.68
25 mm thick 1:2:4 P.C.C. floor with cement and coarse sand & 20 mm gauge approved 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 over and including 7.5 cm thick base concrete consisting of cement and local sand and 1st class brick ballast 40 mm gauge in proportion of 1:4:8 and removing any overlapping of mortar at the joints of the panels if any and giving them uniform finish including supply of all materials, labour, T & P etc. required for proper completion of the work .
31.31
-
730.97
25 mm thick 1:2:4 P.C.C. floor with cement and coarse sand & 20 mm gauge approved 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 )
0.51
-
498.09
Painting or varnishing of new iron or wood work with one coat of priming and two coats of approved paint & varnish including supply of all materials, labour, T&P etc. required for proper completion of the work.
47.58
-
170.66
Finishing wall with water proof cement paint of approved make and quality over one priming coat of new work with two coats to give an even shade after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all material (Inner plaster area)
204.74
-
96.43
Finishing wall exterior paint of approved make and quality over one priming coat of new work with two coats to give an even shade after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all material.
93.15
-
101.19
Provide and fix 100 mm dia AC down pipe complete with rose heads bands with eye hole and grouting etc. fixed to the walls with suitable clamps.
11.1
-
468.33
Provision for water supply & sanitary work including laying & jointing of G.I. pipe of 15 mm dia including specials, taps , wash basin, sink , storage tank of 500 lits etc, 100 mm S.W pipe with base concrete 1:4:8 & Supply and fixing of Indian type white glazed china clay W.C. seat of 580mm size approved quality and foot rests water seal trap, 15mm dia G.I. inlet and overflow pipe, brass stop cock etc including supply of all materials labour T&P etc. required for proper completion of the work as per direction of Engineer-In- Charge (Total % of cost of item no 1 to 25)
1
-
72045.66
Provision for concealed internal electrification work including fittings, required cables, main switch, earthling etc. of I.S.I. mark including supply of all materials labour T&P etc. required for proper completion of the work as per direction of Engineer-In- Charge (Total % of cost of item no 1 to 25)
1
-
36022.83
(For Boundary Wall and Approach Road Gate works)
-
-
-
Excavation of earth in foundation in ordinary soil with lift upto 1.5 m & lead upto 50 m filling ,watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches .
48.67
-
161.83
150 mm thick concrete with 40 mm gauge brick ballast, local sand & Cement in proportion of 8:4:1 in foundation including supply of all materials labour, T&P etc. required for proper completion of the work.
12.17
-
4362.79
Ist class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc required for proper completion of the work.
25.69
-
5268.04
20 mm thick damp proof coarse with cement & approved coarse sand 1:2 including 5% water proofing materials or in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc required for proper completion of the work, including curing and shuttering as necessary.
31.1
-
266.76
Ist class brick work in 1: 6 cement and local sand mortar in superstructure including necessary cutting and moulding of bricks as required including supply of all materials labour T&P etc. required for proper completion of work.
40.42
-
5412.28
12 mm thick 1:4 plaster with cement and local sand mortar over brick work minimum thickness not be less than 10 mm including supply of all materials, labour, T&P etc. required for proper completion of work.
504.29
-
151.38
Finishing wall with water proof cement paint of approved make and quality over one priming coat of new work with two coats to give an even shade after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all material (Inner plaster area) 3.60 m wide Gate with Pillar
504.29
-
96.43
Supply and fixing of 3.6 m wide gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.
1
-
62174.11
Provide all materials, labour, T&P and construct Interlocking cement pavement internal approach roads joints intact with sand including preparation of base etc. Complete.
111
-
986.2
Earth filling inside campus including supply from a distance not exceeding 10 km. upto the site of work and including watering, dressing etc rate to include the cost of all materials labour, T&P required for proper completion of the work.
300
-
456.37
(R.C.C. Over Head Tank Capacity 250 kl /16 meter staging)
-
-
-
1. Providing one car for 3 months average mileage 2000 Km per month including fuel, driver etc. as required for Engineer in charge. If not provided than Rs. 40000.00 per month will be deducted from contractor's bill.
2. Providing one motorcycle for 6 month average mileage 1000 Km per month including fuel etc. as required for Junior Engineer in charge. If not provided than Rs. 10000.00 per month will be deducted from contractor's bill.
3. Providing one Computer set/Laptop with printer including operator for six months. If not provided than Rs. 20000.00 per month will be deducted from contractor's bill.
-
-
-
Suitable raft foundation / pile foundation / raft cum pile foundation as per condition of soil & as recommended by the designer shall be considered. Contractor must Submit the design & drawing of OHT approved by IITs/NITs or any other government body.
1
-
3636294.64
Supply of all materials, labour, T&P (special or ordinary) and construct R.C.C. overhead tank (M-30 grade concrete with coarse sand and approved stone grit as per IS 11682 and IS 456) of Intze type of 250 K.L. capacity 16.00 m staging.
-
-
-
As recommended in B.C. test report, design of O.H.T. shall maximum be at 8.00 t/m2 safe bearing capacity as per IS:3370 Part-I 2009 on raft foundation (at minimum 2.00 m depth below natural ground level excluding depth of fill or made up ground ) or other type of suitable foundation at suitable depth as directed by Engineer-in-charge including staging on column and bracing with 15 cm free board on contractor's design subject to acceptance of Engineer-in-charge. Made up level must be at 0.75 m (minimum) from existing ground level.
-
-
-
The work includes design, construction of O.H.T. with painting of interior with suitable appoxy paints to make the container water tight. Flooring at 0.5 m above ground level below OHT, 15cm dia semicircular drain, 1m wide balcony RCC staircase from ground level to balcony. 1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall.
-
-
-
20mm medium quality GI pipes on both sides in two rows from balcony to top dome resting on RCC platform (75*75 cm and 10 cm thick ) projecting from top ring beam and on ladder inside the tank body (from manhole in top dome to bottom dome).
-
-
-
Proper railing of 20 mm dia medium quality GI pipe (in 3 rows) on both sides of staircase, around the balcony, at each landing with landing ring beam upto manhole on top dome, at the periphery. The GI pipes will be supported on angle iron section of 60*60*8 mm. Proper ventilator at top dome in circular shape of 1.2 m dia along with RCC cover of min 1.50 m dia and 7.5 cm thickness. Pillar of min 50 cm dia , the space between top dome and RCC cover should be covered with mosquito net of standard quality along with required accessories.
-
-
-
Supply and fixing C.I. manhole of min 60*60 cm size adequate cover made of 3 mm thick M.S. sheet hinged with manhole with locking arrangement. This manhole should be fixed on top dome at proper place. Lightening conductor as per ISS 2309 or its latest amendment of latest electricity rules has to be provided. It should consist of proper elevation rod with 5 or more fork points as prescribed by ISS 2309-1969 and ISS 3013-1966. Water level indicator fabricated with good quality min 45mm*45*6mm MS angle 6mm flat 3 mm thick MS sheet painted with good paint and should have a clear width of 25 cm (min).It should also consist of 3mm brass wire rope minimum 4 smooth pully about 8 cm dia with guides, 15 cm dia copper ball float which shall be completely water tight suitable pointer of brass.
-
-
-
Supply , fixing , jointing of following size of D.I. D/F pipes with D.I.D/F specials 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.
-
-
-
The pipe systems above apron level along with clamps to be painted with 3 coats of approved black japan paint, also including all operations and maintenance works, labour T&P, materials required in connection with successive completion of work in accordance of various terms conditions, specifications, clauses specifically embodied in this agreed or otherwise considered necessary by the Engineer-in-charge.
-
-
-
Inlet (1 No) - 150 mm dia DI D/F Pipe
-
-
-
Outlet (1 No) - 125 mm dia DI D/F Pipe
-
-
-
Overflow (1 No) - 150 mm dia DI D/F Pipe
-
-
-
Washout (1 No) - 100 mm dia DI D/F Pipe
-
-
-
Supply and fixing of following size CI D/F sluice valves with hand wheels as per ISS 700/1969 or it's latest amendments class "A" working pressure 10 kg/cm2 including cartage from store to the site of work , etc with all jointing materials for proper completion of work.
-
-
-
Inlet (1 No) - 150 mm dia DI D/F Pipe
-
-
-
Outlet (1 No) - 125 mm dia DI D/F Pipe
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Overflow (1 No) - 150 mm dia DI D/F Pipe
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Washout (1 No) - 100 mm dia DI D/F Pipe
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Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should be supported on the raft not on the soil.
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Construction of sluice valve chambers for above sluice valves as per departmental type design and drawing including supply of all labour, T&P, etc. complete.
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Construction of washout/ overflow chamber as per departmental type design and drawing including supply of all labour, T&P, etc. complete.
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Painting of all concrete surface and steel pipe works with three coats of approved APEX/ black japan paint.
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Testing and Commission etc. all complete work.
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Testing of bearing capacity of soil from a recognized Government Engineering college or as per directed by department
1
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95000
Supply of 200 mm dia PVC pipes as per latest / relevant IS specifications including all taxes, insurance etc. F.O.R. destination for disposal of water from overflow and washout chamber to suitable points outside the water works compound
30
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576.65
E/M Works
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Construction & Development of 300x150 mm dia 132m/120m deep Tubewell (132 m Drilling depth and 120 m lowering depth) capable of provding 1000 LPM sand free discharge, including Supply of Material as per detail of tender document
1
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1399204.31
SUPPLY OF MATERIAL
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300 mm dia Plain Pipe(7.1 mm thickness) , 150 mm dia plain / Slotted pipe(7.1 mm thickness) ,300x 200 mm dia reducer , 300 mm dia M.S Clamp , 300 mm dia Well Cap , 300 mm dia M.S ring ,300 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)
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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) - 43 Cub m
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DRILLING DETAILS OF BORE
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675 mm (27 inches) dia bore from GL to 40 m BGL
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550 mm (22 inches) dia bore from 40 m BGL to 132 m BGL
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Logging of Bore well by Electric Logger Machine
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LOWERING OF TUBEWELL ASSEMBLY
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300 mm dia Housing Pipe from GL to 36 m BGL
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150 mm dia plain/slotted Pipe from GL to 120 m BGL
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Shrrounding of Pea Gravel Between bore & Tubewell Assembly
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NOTE :- 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.4000.00 per meter will be charge or paid to the contractor after 5m variation in praposed depth of assembly lowered.
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DEVELOPMENT OF TUBEWELL
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Development of Tubewell By 250 PSI AIR COMPRESSOR ( 60 Hrs)
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Development of Tubewell By 2 Cusec O.P Unit ( 100 Hrs)
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Development 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.
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SITC of 1000 LPM 40 M head 15 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 100 mm dia, Main piping Valve of 100 mm dia,Gauges, Tools and Spanners, lifting Tackles Rubber sheet, Electro Machanical type Chlorinating Plant etc. as per deatal of tender document
1
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506512.98
6 Point light Wiring of Pump House with 1 sq mm PVC insulated multi strand copper conductor cable as per tender specification
1
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1818
SITC of Solar Pannel with LED Light in water work Campus with all accessories and complete fitting as per tender specification
1
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27270
SITC of Automatic Servo Volatage Stabilizer Having capacity 25 KVA fully copper winding three phase A.C supply 50 Hz input voltage 250-490 output voltage 415 ± 1% volt with Transformer Oil Earthing wire and power cable. as per tender specification
1
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145440
Erection & Commissioning of Transmmission line of ACSR conductor from the nearest 11 KV transmission line to the Pump House including 25 KVA ,11 KV /0.4 KV Transformer with double pole installtion as per tender specification
1
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872185.5
Three Month Trail run & Handing Over to Gram Panchayat
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60366
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