UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date9 Dec 2023
Closing Date16 Dec 2023
Tender AmountRefer Documents
Costs
EMD
₹ 45,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_UPJNM_869343_1Bid Award Id
ViewTender No
2037/A-7/140 Date 08.12.2023Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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200 mm dia
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-
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0 to 1.5 m B.G.L.
400
1182
473192
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250 mm dia
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-
-
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1.5 to 3.0 m B.G.L.
350
1293
452564
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300 mm dia
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-
-
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1.5 to 3.0 m B.G.L.
230
1325
304975.4
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350 mm dia
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-
-
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3.0 to 4.5 m B.G.L.
150
1453
217993.5
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400 mm dia
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-
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3.0 to 4.5 m B.G.L.
150
1538
230818.5
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450 mm dia
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-
-
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4.5 to 6.00 m B.G.L.
100
1671
167118
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Repairing of Manhole and Sewer line
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-
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Demolishing brick work in cement mortar manually/ by mechanical means including stackimg of serviceable materials and disposal of unserviceable materials within 50 meters lead as per direction of Engineer -In -Charge.
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0 to 1.5m B.G.L.
1.84
775
1427.4
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Dismantling of old damaged plaster, racking out joints and cleaningthe surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead.
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-
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0 to 1.5m B.G.L.
50.76
110
5625.22
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1.5 to 3.0 m B.G.L.
7.54
114
860.69
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3.0 to 4.5 m B.G.L.
7.07
122
863.53
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Brick work (Ist Class) in 1:3 cement and coarse sand mortar for manhole chamber including supply of all material, labour T&P etc. complete.
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-
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0 to 1.5m B.G.L.
2.32
7488
17372.88
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12 mm thick wall plaster in 1:3 cement and coarse sand mortar finished with a flaoting coat of neat cement for manhole chamber including supply of all material, labour and T&P etc. complete.
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-
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0 to 1.5m B.G.L.
57.5
269
15513.5
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1.5 to 3.0 m B.G.L.
7.54
277
2095.37
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3.0 to 4.5 m B.G.L.
7.07
288
2041.04
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Excavation for following depth below ground level for laying of sewer pipes, manholes, gully pits, chambers, sumps etc. in soil mixed with moorum/shingle/kankar including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled materials from the sides of trenches .
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0.0 to 1.5 M B.G.L
112.65
309
34901.22
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1.5 to 3.0 m B.G.L.
70.48
391
27594.33
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3.0 to 4.5 m B.G.L.
9.75
493
4807.34
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Provide and fix open timbering (covering 1/3 of surface area by plank) in trenches for the depth below ground level consisting of 40mm thick approved country wood planks for polling boards. 125 mm x 75 mm Indian sal wood wallers and 100 mm dia sal ballies for struts at 1.5m percent including removal after laying of sewers.
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-
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0 to 3.0 m B.G.L.
101
631
63828.97
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3.0 to 6.0 m B.G.L.
8.5
803
6831.79
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Supply of RCC pipe NP3 class S/S for following dia including rubber rings from factory to the site store.
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-
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300 mm dia
20
805
16119.6
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350 mm dia
15
1295
19429.95
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450 mm dia
7.5
1607
12053.7
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Cement concrete bedding with 20 mm gauge stone ballast with coarse sand and cement in proportion of 4:2:1 in foundation including supply of all materials, labours T&P etc. required for proper completion of work for laying of sewer following depths in trench.
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Same as Item No.1015 But for 1.5 to 3.0 m B.G.L.
5.76
11288
65020.15
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Same as Item No.1015 But for 3.0 to 4.5 m B.G.L.
1.7
11726
19935.22
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Carting & laying and jointing of following non pressure ( NP-3) sewer pipes and specials from store to the site of work, lowering the same into trenches in following depth below ground level true to alignment, caulking the joint with necessary spun yarns, bitumen soaked and jointing with 1 : 2 cement mortar in coarse sand including excavations of earth below invert level of pipe including cost of jointing materials, hydraulic testing etc. but excluding refilling of trenches from ground level to the invert level of pipe.
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300 mm dia
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-
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1.5 to 3.0 m B.G.L.
20
968
19361
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350 mm dia
-
-
-
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1.5 to 3.0 m B.G.L.
15
1304
19574.25
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450 mm dia
-
-
-
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3.0 to 4.5 m B.G.L.
7.5
1872
14040
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