UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Eprocure
Opening Date26 Oct 2020
Closing Date4 Nov 2020
Tender Amount₹ 47,68,847
Costs
EMD
₹ 1,06,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJNM_525256_1Bid Award Id
ViewTender No
4535/200/126 Dt 23.10.2020Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
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b) CC Road ( Width of C.C. Road should not be greater than 30 cm + outer dia. of pipe)
400
-
90
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c) Bituminous
40
-
90
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d) Interlocking C.C. Tiles
40
-
68
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Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from center of trenches and refilling of earth in 20 cm. layers with watering and ramming etc. complete.
425
-
174
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Supply and laying of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4985/2000 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.
-
-
-
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a) 63 mm dia PVC Pipe 6 kg/cm2
700
-
78
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b) 75 mm dia PVC Pipe 6 kg/cm2
5
-
110
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c) 90 mm dia PVC Pipe 6 kg/cm2
300
-
152
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d) 110 mm dia PVC Pipe 6 kg/cm2
5
-
212
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e) 140 mm dia PVC Pipe 6 kg/cm2
5
-
333
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f) 160 mm dia PVC Pipe 6 kg/cm2
5
-
421
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g) 200 mm dia PVC Pipe 6 kg/cm2
5
-
641
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Reinstatement of the following 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.
-
-
-
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a) B.O.E. Surface (with old bricks)
24
-
103
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b) B.O.E. Surface (with new bricks) with a cushion of fine sand & sand filling in joints.
16
-
295
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c) C.C. Road 100 mm thick in 1:2:4 cement, coarse sand and stone ballast including base concrete 100 mm thick 1:4:8 over prepared surface as directed by engineer-in-charge. ( Width of C.C. Road should not be greater than 30 cm + outer dia. Of pipe)
400
-
1395
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d) Bituminous surface(All new material) G-1= 100 mm + G-2=75 mm + G-3= 75 mm +primer coat+ tack coat+ SDBC 25 mm thick.
40
-
1380
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e) C.C. interlocking tiles road (with old tiles) including 15% new tiles including dressing of surface, filling of joints with local sand etc. complete with 50 mm thick local sand cushion.
24
-
333
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f) C.C. interlocking tiles road (with new tiles) including base concrete 80 mm thick 1:4:8 cement,coarse sand & stone grit, dressing of surface, filling of joints with local sand etc. complete with 25 mm sand cushion.
16
-
1006
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Earth filling in pipeline trenches as & when required in layers not exceeding 20cm in depth including supply and carriage of earth, watering, ramming, leveling, dressing, labour, & T&P etc. required for proper completion of the work.
40
-
521
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Supply of all labour, materials, T&P etc. all complete and inter - connecting existing system with the extended distribution network at various points .
-
-
-
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a) 63 mm to 110 mm dia
8
-
2500
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b) 140 mm to 200 mm dia
1
-
3500
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Supply and carting up to site of work of the following dia C.I. sluice valves/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. ( Kirloskar )
-
-
-
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(A) C. I. Sluice Valves of approved make(Kirloskar)
-
-
-
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a) 200 mm dia
1
-
39700
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b) 150 mm dia
1
-
23200
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c) 100 mm dia
2
-
16000
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d) 80 mm dia
3
-
11400
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e) 50 mm dia
5
-
8200
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Construction of following 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.
-
-
-
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a) Sluice Valve Chamber (Masonary Type)
2
-
25700
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b) Sluice Valve Chamber (Surface Box Type)
10
-
1550
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Leakage repairing work in following diameter existing pipeline including Cutting the existing A.C/PVC/HDPE line, excavation & refilling of trench, bailing out of water, making connection including supply of all materials, labour, T&P etc. complete.
-
-
-
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a) 50 mm to 125 mm dia AC/PVC/HDPE pipeline
90
-
3000
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b) 150 mm to 200 mm dia AC/PVC/HDPE pipeline
5
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4500
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Carting, loading, unloading of debris ( Malba) of dismentelled roads in all respect disposal within 5 Km. Distance by buggies etc. complete.
75
-
220
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Crossing of pipe line 63 to 200 mm dia by trenchless method including supply of all material such as casing pipe all material, labour, T&P etc required for proper completion of the work.
12
-
14976
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Nala crossing / Culvert crossing / drain crossing including construction of supporting pillars if necessary and also including supply of all material such as casing pipe etc. complete.
-
-
-
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a) For 1 mt to 2 mt. (with 6 mm thick M.S. casing pipe and repairing of Nala/Drain.)
15
-
2500
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b) For more than 2 mt (with 6 mm thick M.S. casing pipe and repairing of Nala/Drain.)
1
-
4000
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SCHEDULE G-2 (FHTC & appurtenent works)
-
-
-
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Making of ferrule connection in 50 to200 mm nominal dia. distribution mains with saddle piece, service connections, fittings, and fixing of brass ferrule of 15 mm size including tapping the main and cost of bailing out of water. The above work includes necessary dismantling and reinstatement of CC/Bitumenous/BOE/CC Tile/Kuchcha road, excavation including stacking of servicable material and disposal of unservicable material within municipal /village habitation limits as per direction of E/I. It also includes supply, carting, laying & jointing/fitting of 2.50M (PE-80, PN-12.50) 20mm dia (OD) HDPE pipe, 5.50 M G.I. Pipe medium quality, HDPE/G.I. specials & fittings as required to complete the work (for PVC/HDPE/ DI/AC dia of existing pipe up to 200 mm) 1 No. HDPE adapter and 1 No. tap/stop cock 15 mm dia with 1 no. G.I. union along with all labour, T&P etc. required for proper completion of work. The work also includes supply, filling, collection and submission of all necessary documents required for FHTC work.
-
-
-
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A) In C.C. Roads
-
-
-
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a) For 63 mm to 110mm dia
410
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3773
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b) For 140mm to 160mm dia
10
-
3981
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c) For 200mm dia
1
-
4188
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B) In Bituminous Roads
-
-
-
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a) For 63 mm to 110mm dia
15
-
3761
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b) For 140mm to 160mm dia
5
-
3969
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c) For 200mm dia
1
-
4176
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C) In B.O.E. Roads
-
-
-
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a) For 63 mm to 110mm dia
15
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2498
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b) For 140mm to 160mm dia
10
-
2706
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c) For 200mm dia
2
-
2913
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D) In C.C. Interlocking Tiles Roads
-
-
-
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a) For 63 mm to 110mm dia
15
-
2714
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b) For 140mm to 160mm dia
10
-
2922
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c) For 200mm dia
2
-
3129
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E) In Kachcha Roads
-
-
-
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a) For 63 mm to 110mm dia
10
-
2365
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b) For 140mm to 160mm dia
4
-
2573
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c) For 200mm dia
2
-
2780
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Supply and laying of G.I. pipe for house connections in excess/short to 8 m presumed length (+)/(-)
-
-
-
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For 63 mm to 200 mm dia ( + )/ (-)
100
-
155
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Construction of single tap R.C.C. pillar type ( 180 mm X 180 mm size) stand post as per type design including supply of all matrials labour T&P etc. complete.
1
-
4290
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SCHEDULE G-3 (Repairing of existing OHT, boundary wall, Pump house, staff quarter and painting the same & other development works)
-
-
-
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Excavation in foundation in ordinary soil (loam,clay or sand) including lift up to 1.50 m& lead up to 50 m,refilling,watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50 mfrom the center of the foundation trenches.
0.5
-
150
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Concrete with 40 mm gauge brick ballast,local sand and cement in proportion in 12:6:1 in foundation including supply of all material,labour T & P etc. required for proper completion of work.
0.5
-
3098
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Ist. Class brick work in 1:6 cement and local mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work.
0.5
-
4606
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20 mm thick D.P.C.with cement and approved coarse sand 1:2 including 5% water proofing material or in proportion as specied by the manufactures including supply of all material,labour T & P etc. required for proper completion of work.
1
-
306
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Ist. Class brick work in 1:6 cement and local mortar in super structure including supply of all material,labour T & P etc. required for proper completion of work.
0.5
-
5502
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Ist. Class brick work in 1:4 cement and local mortar in super structure in half brick thick wall including supply of all material,labour T & P etc. required for proper completion of work.
0.5
-
5679
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R.C.C. work with cement,coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.50:3 in slaves, sun shed and lintel on doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire and the cost of binding wire and including necessary centering and shuttering supply of all material,labour T & P etc. required for proper completion of work.
0.5
-
11912
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M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and its wastage.
0.5
-
7105
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12 mm thick plaster with cement and local sand mortar I:6 over brick work minimum thickness not to be less than 10 mm including supply of all material,labour T & P etc. required for proper completion of work.
1
-
148
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Same as item no. 3.13 but in 1:4 mortar on ceiling and half brick wall
1
-
159
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25 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified and removing any overlaping or mortar at the joints of panels if any and giving them uniform finish including 75 mm thick base concrete consisting of cement, local sand and Ist class brick ballast 40 mm guage in proportion of 1:4:8 including supply of all material,labour T & P etc. required for proper completion of work.
1
-
541
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Same as item no. 3.12 but 40 mm thick with out base concrete
1
-
406
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Painting or varnishing new work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T & P etc. required for proper completion of work.
1
-
161
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White washing three coat including supply of all material,labour T & P etc. required for proper completion of work.
1
-
20
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Finishing walls with water proof cement paint of approved make (Apex painting) and quality on new work with two coats to give an even shade including supply of all material,labour T & P etc. required for proper completion of work.
1
-
107
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Supply & Fix 110 mm dia P.V.C. down pipes complete with rose & bend and gratings with M.S. clamps 25 X 3 mm fixed on walls & supply of 150 mm long, 6 mm dia nails complete.
1
-
445
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Earth filling in plinth, campus including its cost and cartage up to site of work complete.
1
-
521
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Supply of all materials, labour, T&P etc. and repair of RCC over head tank of 500 KL capacity with 14 M staging with chipping the R.C.C surface, cleaning the same, grouting the nipples in the wall with neat cement where leakage or seepage occurs, making the cracks & whole water container water proof with the help of pressure grouting machine or any other method & testing of tank for water tightness including supply of all material, labour, T&P etc. complete. Repairing /replacing of RCC staircase & 1m wide balcony, G.I. pipes railing consisting of 3 rows of 20mm dia. G.I. pipe (medium class) and angle iron posts around balcony & at the dome periphery, M.S. ladder from balcony to top of tank and inside the tank, supply and fixing M.H. cover with locking device, ventilator, lightening conductor, water level indicator, repair and supply and fixing of D.I. pipes for inlet, outlet, washout & over flow pipes,inlet,outlet and wash out repair of sluice valve, puddle collars and bell mouths, supply and fixing M.S. clamps with RCC column, 25mm PCC 1:2:4 over 80mm PCC 1:4:8 in apron, 150 mm dia. semicircular drain all around the tank, escape channel of 20m length, box type enclsoure at the entrance of the staircase having locking arrangements, two coats of apex paint over one primer coat of ISI marked putti etc. complete in all respects, as per directions of Engineer-Incharge.
1
-
350000
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Repairing and painting of existing Pump house, boundary wall with construction of staff quarter, approach road etc.with development of OHT campus as directed by engineer-in-charge including supply of all material, labour, T&P etc. complete.
1
-
725000
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SCHEDULE G-4 (Repairing/replacing of all E&M related works like Submersible pump, Pumping Plant, Chlorinating Plant, voltage stabilizer, transformer, Internal electrification in pump house and campus etc.)
-
-
-
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Repairing / replacement of existing E&M related works like electrification, switch gear, servo voltage stabilizer, chlorinator, transformer, repairing of submersible pump etc. as per direction of engineer-in-charge including supply of all materials, labour, T&P etc. complete.
1
-
75000
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Provision for trial and run of the scheme for 3 months including cost of labour, fitter and chlorination but excluding electricity charges.
3
-
12000
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