UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date7 Feb 2024
Closing Date27 Mar 2024
Tender Amount₹ 1,05,99,45,906
Costs
EMD
₹ 1,05,99,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPJNM_891933_1Bid Award Id
ViewTender No
112/vividh-13/08 dated 03.02.2024Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same including
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-
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(a) 0.00 to 1.50 m
13538.48
3261149
240.88
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(b) 01.50 to 03.00 m
12757.37
3871223
303.45
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(c) 03.00 to 04.50 m
6069.42
2314816
381.39
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(d) 04.50 to 06.00 m
388.5
173348
446.2
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Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm eucalyptus-Safeda-Sal Wood wallers and 100 mm dia ballies for shuttering at 1.5 m C/C including all labour etc , complete
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-
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(a) 0.00 to 3 m
6770.4
5366354
792.62
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(b) 03.00 to 06.00 m
2091.07
2114218
1011.07
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Same as item No. 3 but for open timbering
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-
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(a) 0.00 to 03.00 m
1579.17
712979
451.49
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Timbering left in trenches
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-
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Open Timbering left in trenches (used timbering) 0-3m depth
31.58
31607
1000.87
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Closed Timbering left in trenches(used timbering)0-3m depth
135.41
251576
1857.89
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Closed Timbering left in trenches(used timbering)3-6m depth
41.82
96646
2311
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Supply of following sizes of RCC spigotted and socketed non pressure pipes( Dia. In mm ) with structural strength as per IS 458 : 2003 and its latest amendment(s).
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NP3
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-
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NP3
-
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-
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900 mm dia
1944
7703799
3962.86
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1000 mm dia
15
69468
4631.22
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1400 mm dia pipe
2212
17952127
8115.79
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Carting following sizes of R.C.C. Hume pipe NP3 Class Socket / spigot rubber ring jointing and specials from store to the work lowering and laying the same in to the trenches upto depth as specified below G.L. true to alignment
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900 mm dia pipe
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-
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01.50 -0 3.00 m
1335
4596458
3443.04
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03.00 - 04.50 m
609
2226814
3656.51
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1000 mm dia
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-
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01.50 - 0 3.00 m
15
60370
4024.73
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1400 mm dia pipe
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-
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03.00 - 04.50 m
1919
14545118
7579.53
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04.50 - 06.00 m
293
2372066
8095.79
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Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per statement attached
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-
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(b) 01.50 to 03.00 m
934.55
6399957
6848.17
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(c) 03.00 to 04.50 m
2544.06
17629343
6929.61
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(d) 04.50 to 06.00 m
307.48
2162021
7031.42
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Construction of circular type brick masonry HD (HD20) manhole (with Extra Heavy Duty type manhole cover )including excavation of earth, with top slab made of cement concrete 1:1.5:3 with graded granite stone aggregate (12 mm nominal size), wall made of brick masonry using 1st class bricks having crushing strength between 100 to 149 kg/cm² in cement mortar 1:4 inside plastering 12 mm thick 1:4 finished smooth with neat cement, pinning, outside plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12 mm nominal size) complete as per specifications.
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1500mm internal dia., 4.95 m deep
34
3614907
106320.82
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1800mm internal dia., 9.0 m deep
38
13916222
366216.38
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Extra for every additional depth of 1 m or part there of in following size of circular manholes.
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-
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1500mm internal dia., 4.95m deep
22.44
-461172
-20551.37
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1800mm internal dia., 9.0 m deep
185.44
-8589456
-46319.33
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Dismantling/Cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m.
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-
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Bituminous road
8688.62
1474632
169.72
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Concrete road
119.37
27375
229.33
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Reinstatement of Road as per exsiting crust of road etc complete for proper completion of work in all respect as per Scope of Work and detailed specification
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-
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Bituminous road
8688.62
11192506
1288.18
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Concrete road
119.37
148230
1241.77
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Providing and erecting temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes hiring of Ballies and arrangement for traffic diversion such as traffic signals during construction at site as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). The rate is for unit length of pipe laying.
834
69213
82.99
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Disposal of Surplus Earth up 8.0 Km Distance icluding supply of all labour material T&P etc complete as per E/I direction
14085.68
2641628
187.54
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Provision for shifting of electric and telephone cable, existing water supply mains falling in the alignment of conveying main during excavation and the restoring utilities / services to its original condition. etc. during excavation and laying of sewer lines. (1% of Sl. 1 to 13)
1
1179455
1179455.88
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SCHEDULE-G-3 ( Sewage Rising main from STP to Outfall Point
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-
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Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed, within a lead of 50 m.
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0.0 to 1.5 mtr. Depth
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-
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do - in all kindes of soil - 100%
4320
1040601
240.88
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1.5 to 3.0 mtr. Depth
1872
570360
304.68
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Providing Coarse Clean Sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement compacted volume).
432
421143
974.87
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Supply of 1000mm dia. DI K9 pipe and special for the pumping mains including all complete
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-
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Pipes conforming to IS : 8329 - 1000 mm
1800
43677486
24265.27
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Supply and laying standard specials etc. all complete Up to 1000 mm dia
1
4367747
4367747.82
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Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid
4
1380420
345105.21
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Providing and fixing C.I. double acting air valve of approved quality
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-
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with bolts, nuts, rubber insertions etc. complete
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150 mm
4
42368
10592.11
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Carting of 1000mm dia DI K9 pipe and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. inclduing testing of pipes etc.
1800
2423160
1346.2
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Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, with cast insitu RCC slab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10 shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing.
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Sluice valve, Air valve chambers
8
132408
16551.09
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Dismantling/cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m.
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-
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BT Road
2880
501148
174.01
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Reinstatement of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m.
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-
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BT Road
2880
3709958
1288.18
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Schedule-G-4 (Cost Estimate for Sewage Treatment Plant (66.0 MLD) with Co-treatment facilities (45.0 KLD)
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Design, Construction, Supply of all materials, Erection and Commissioning of 66.0 MLD STP with co treatment facilities (45.0 KLD), 103 MLD ( average flow) MPS and Treated Pumping Stationfor 66 MLD average flow with all the civil, electrical , mechanical, instrumentation and scada system, LT/HT panel, sub station building, DG set foundation, admin buidling, laboratories, meter room and campus development [Clearance and levelling of site, Construction of Internal Road (CC Road), staff quarters as per requirement and specification, external water supply including tube well and pumping arrangement, electrification & street llighting and sanitation work) etc. all complete for STP with co-treatment, MPS and TEPS. The cost is inclusive of MPS, co-treatment, TEPS, boundary wall (1.8m ht. above plinth level with RCC Column @3m c/c with plinth beam and foundation avg. 1.2m depth including reinforcement and RCC coping on top of wall with plaster (1:4) and painting (apex painting 3 coat) as per type design and drawing at the STP site. As per type des ign and drawing.), MS gate of width 3.6m etc. all complete). norms for effluent discharge shall be adhered to achieve BOD 10 ppm, COD 50 ppm, TSS 05 ppm, Fecal coliform (MPN/100ml) 100, pH= 6.5 to 8.5 to get reusable quality of water for industrial / agricultural purposes. outlet parameters shall also include TN 10 ppm, Nh3N 2 ppm and TP 1 ppm) with full automation including PLC-SCADA and Instrumentation, reuse arrangement (storage - GLR, OHSR and pumps) and treated effluent disposal line for treated water 1 KM as per specifications on modular basis such as on given site area of about 1.6 acres.
1
853965000
853965000
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Schedule-G-5 (Cost Estimate for Sewer Suction Machine (Cesspool Vehicle)
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-
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Supply of 1500 Ltr Capacity Sewer Suction Machine mounted on TATA 407 Gold/2900 WB Truck Chassis. RTO, insurance and transportation upto destination are included in the cost.
1
1771186
1771186.44
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Supply of 2000 Ltr Capacity Sewer Suction Machine mounted on TATA 407 Gold/2900 WB Truck Chassis. RTO, insurance and transportation upto destination are included in the cost.
2
3703389
1851694.92
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Proposal for Supply of 3000 Ltr Capacity Sewer Suction Machine mounted on TATA 407 Gold/3300 WB Truck Chassis. RTO, insurance and transportation upto destination are included in the cost.
2
4508474
2254237.29
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Schedule-G-6 (Cost Estimate for trial run - power cost)
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-
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3 months trial run - power cost
1
17189000
17189000
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