Uttar Pradesh Rajya Vidyut Utpadan Nigam Limited Tender
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Uttar Pradesh Rajya Vidyut Utpadan Nigam Limited - UPRVUNL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Nov 2024
Closing Date16 Dec 2024
Tender Amount₹ 63,05,91,950
Costs
EMD
₹ 63,00,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RVUNL_976095_1Tender No
09/CMC-I/CMD-III/ATP/2024-25Tender Authority
Uttar Pradesh Rajya Vidyut Utpadan Nigam Limited ViewPurchaser Address
-Website
http://https://uprvunl.org/uprvunl
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Documents
BOQ Items
With ash available from inside ash dyke area
440000
120
52800000
Formation of dyke/ roads using approved materials including the preparation of borrow area, stripping, watering of borrow area, excavation of approved quality of material from borrow area, using poclains or any other mechanical means, loading, unloading, transporting by dumpers, trucks etc., surface watering / dewatering, lowering of water level to at least 0.5 m below the bottom of the working level, including construction of cofferdams wherever required, depositing the fill material on the dyke, spreading by dozers or grader in layers not exceeding 30 cm in compacted thickness for forming the embankment with all leads, lifts, breaking clods, watering, compaction with min. 10 ton capacity vibratory rollers or pneumatic tyred rollers to achieve a dry density not less than 95% of maximum dry density (Standard Proctor) forming extra width on edges, trimming of slopes and slope compaction with dozers or slope compactors to obtain the section as per construction drawings, with all incidental charges, cost of labour, equipment, materials etc. complete as per specifications, drawings and as directed by the Engineer.
-
-
-
With earth available from inside ash dyke area- made available by UPRVUNL free of cost.
125000
170
21250000
With earth to be arranged by the contract from outside ash dyke area
50000
330
16500000
Supplying clean, silt & foreign material free, graded coarse sand satisfying the filter criteria, as approved by Engineer -In-charge, for horizontal blanket & vertical sand chimney in the bund and filters around the rock toe, including cost and conveyance of materials from the approved source, laying it in position in layers as per instruction of Engineer-in-charge, watering, compaction with roller/ hand rammers, leveling, excavation of compacted ash (for placing sand chimney) including disposal of excavated ash with all labour, materials, royalty, equipment in all leads and lifts etc. as per specifications, drawing and as directed by the Engineer-in-charge.
-
-
-
a) Blanket Filter Layer
16400
2280
37392000
b) Chimney filter.
6900
2400
16560000
Providing and forming graded stone aggregate filters of size ranging from 10 mm to 75 mm, satisfying the filter criteria with sand filter around the rock toe including the cost of all labour, materials, royalty, equipment in all leads and lifts etc. as per specifications, drawing and as directed by the Engineer-in-charge.
1020
2640
2692800
Providing and forming rock toe, rip rap & pitching wherever required with broken rock of specified quality and ranging in size from 100 mm to 300mm thick including the cost of all labour, materials, royalty, equipment in all leads and lifts etc. as per specifications, drawing and as directed by the Engineer-in-charge.
1020
2400
2448000
Supplying, laying in position brick masonry for panel bands for slope protection and other masonry works with bricks of class 75 designation as per drawings in mortar 1:6 (1 cement: 6 sand) at all lifts & leads, cost of labour, materials, royalty, equipment, mixing, laying, raking out joints, curing, excavation & backfilling, etc. complete as per specifications, drawings and as directed by engineer-in-charge.
-
-
-
(a) Using fly ash bricks as per IS: 12894 from ash brick making plant installed by contractor himself or from outside sources.
6000
7560
45360000
Providing and laying100mm thick graded stone gravel/ballast backing over the prepared earthen slopes of ash dykes under the coal pick stone pitching including cost of all material, labour, T&P, supervision complete as per specifications, drawings and direction of Engineer in charge.
91300
300
27390000
Providing and constructing 300mm thick coal pick stone pitching over upstream slopes of main dyke and both side slopes of divider bundh including transportation, re-handling of coal pick stones from dumping site to site of work, all labours, T&P, supervision complete as per specification. (Coal Pick Stones shall be made available by UPRVUNL free of cost within 15km lead from work site ).
91300
390
35607000
Providing & Laying of HDPE membrane 1000 micron thick having 0.940gm/ml density, smooth surfaces, black in colour on the slopes of the ash dyke including jointing by heating the membrane by Butane Torch or as per manufactures recommendation as per specifications, drawings and direction of Engineer-in-charge.
66260
205
13583300
Flat brick (70mm thick) pitching with bricks of class designation 7.5 on a bed of 25 mm cement mortar 1:4 (1 cement: 4 coarse sand) including filling the joints with same mortar, with fly ash bricks, FPS non- modular bricks as specifications, drawings and directed by Engineer-in-charge.-
60560
600
36336000
Providing & laying grass sod turfing 50mm thick on the slop of embankment/dyke including watering and maintenance of same till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth and manure and all labour , T & P, safety, supervision etc. complete as per drawing and the direction of Engineering in-charge.
17850
131
2338350
Excavation at locations of collecting wells, drains, slurry discharge aprons, pipes, manholes and any other auxiliary works in all types of ash / soil including shoring / strutting / dewatering, as required, cleaning of vegetation / jungle in all lifts, disposing unsuitable material within a lead of 500 m outside dyke, stock piling of useful portion of the excavated material for bund construction / backfilling within a lead of 50m, etc. complete, as shown on drawings, mentioned in specifications and as directed by Engineer-in-charge.
-
-
-
Excavation in soil.
11150
108
1204200
Excavation in ash.
14500
60
870000
Back filling around the foundation pits for auxiliary works structures with excavated soil/ash including cost of labour, collection, placing in layers, watering, compaction including all leads and lifts complete as per specification and as directed by the Engineer-in-charge.
-
-
-
Back filling with soil.
5000
96
480000
Back filling with ash.
5000
66
330000
Dismantling of PCC/RCC including cost of all material, labour, T&P, supervision complete as per specifications, drawings and direction of Engineer in charge.
10
1800
18000
Providing Plain Cement Concrete using 40mm & down stone aggregates (crushing value / impact value as per IS:2386) as approved by engineer-in-charge, laying the concrete at all lead/ lift including labour, materials, equipments, handling, transporting, mixing, curing, testing, royalty, etc. excluding form work, all complete as per drawing, specification & direction of Engineer-in-charge.
-
-
-
M-10 concrete (min. cement content 220 Kg/cum).
50
6600
330000
M-15 concrete (min. cement content 300 Kg/cum).
850
7800
6630000
Providing Plumb Plain Cement Concrete using 40mm & down stone aggregates (crushing value / impact value as per IS:2386) and stone boulders as approved by engineer-in-charge, laying the concrete at all lead/ lift including labour, materials, equipments, handling, transporting, mixing, curing, testing, royalty, etc. excluding form work, all complete as per drawing, specification & direction of Engineer-in-charge.
330
6000
1980000
Providing and laying reinforced concrete work at all levels for all kinds of work including labour, materials, equipment, handling, transporting, batching, mixing, supplying & providing admixers, plasticizers (if required by engineer-in-charge) in quantities as per EIC’s direction, placing, leveling rendering, cleaning, curing including protecting finished RCC with plastic sheets etc. including dewatering if required, all leads and lifts royalty complete as per specifications, drawings and instructions of the engineer-in-charge but excluding staging, shuttering and reinforcement work. No separate payment shall be made for admixers, plasticizers.
-
-
-
M-25 (aggregate 20 mm nominal size graded). Minimum cement content 410 Kg/cum.
184
8400
1545600
M-30 aggregate 20 mm nominal size graded). Minimum cement content 420 Kg/cum.
2760
9000
24840000
Same as item 15 above but for M-25 precast concrete panels including handling and storage at place directed by Engineer-incharge.
10
9120
91200
Supply & transporting to site reinforcement steel (High Yield Strength Deformed bars as per IS:1786)/Thermo-Mechanically Treated bars D500/D550 in reinforced concrete work at all levels, for all kind of work, including placing, cleaning, straightening, cutting, bending, binding in position, with annealed wire and providing cement concrete cover blocks, pins, separators, chairs, supports for reinforcement with all materials, labours, equipments, handling, testing, preparation of bar bending schedule all complete as per drawings, specifications & instruction of Engineer-in-charge.
170
90000
15300000
Providing and fixing formwork (steel / plywood) of approved quality for cast-in-situ, plain or reinforced concrete works of any type and section (including curved surfaces), including labour, materials, equipments, waste for forms, shoring, strutting, scaffolding, staging, tying, nailing, caulking, bolting, etc. all complete as per specifications, drawings and instructions of the Engineer-in-charge.
-
-
-
Foundations, footings, bases of columns, Columns, Pillars, Piers, Abutments, Posts and Struts etc.
2000
330
660000
Curved surfaces for wells
330
480
158400
Providing, fabrication, erection and alignment of miscellaneous steel structure conforming to IS:226 / IS:2062 at all elevations, including preparation and obtaining approval of fabrication drawings for approach bridges to decantation wells, decantation well structural frame, M.S. gates, ladders complete with stringers, treads and intermediate landings, etc. including all operations such as cutting, straightening, welding (weight not considered), bolts, nuts, washers, erection bolts (weight not considered), drilling, grinding, machining, stiffeners, gussets, base plates, cleats, etc., including providing a shop coat of red oxide zinc chromate primer, touchup, a second coat of primer after erection and 3 coats of synthetic enamel paint, all as directed by Engineer-in charge. (All material to be supplied by contractor).
10
96000
960000
Supply, fabrication and erection of galvanized MS pipe handrails of flush welded construction made of 32 NB pipe conforming to IS:-1161 (medium class) with two horizontal rails, one 500mm and the other 1000mm above the base level with vertical pipes at a maximum spacing of 1000mm including provision of all accessories such as base plates, kick plates where specified and other fixtures all as per design and specifications including primer and finish painting, etc. all complete.
300
1740
522000
Supplying, fabricating and placing in position Stainless Steel ladder rungs conforming to IS:316 of the shape and size as indicated on drawings in collector wells / pits, all as directed by Engineer-incharge.
100
420
42000
Road work
-
-
-
Box cutting (excavation in soil) of existing dyke top required for making roads as per the section on drawings.
7020
108
758160
Preparation of sub grade, grading, compaction, dressing to camber, watering and consolidation with power road roller of 8 to 12 tonne capacity, making good the undulations etc. complete as per specification.
20060
22
441320
Providing, laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
4010
2880
11548800
One layers of 75 mm thick with stone aggregate 63 mm to 45mm
1510
3000
4530000
One layer of 75mm with stone aggregate 53 mm to 22.4 mm
1510
3000
4530000
Supplying, laying at all levels and fixing in position reinforced cement concrete pipes of specified internal dia, conforming to IS:458 and IS:783 including cost of jointing with hemp yarn and cement mortar 1 : 2 ( 1 cement :2 sand ), materials, cost of lifts, dewatering, etc. complete as per drawing specifications and as directed by the engineer-in-charge (all materials including cement for pipe manufacturing shall be provided by contractor at his own cost.).
-
-
-
200 mm internal diameter of Class NP-3.
400
720
288000
1000 mm internal diameter of Class NP-4.
160
10800
1728000
15mm average thickness cement plaster of mix 1:6 (1 cement: 6 fine sand) at all lifts / delifts on all type of surfaces (vertical / horizontal/inclined) as per drawings, specifications and as directed by Engineer incharge.
6360
198
1259280
Supplying and laying in position 150mmx150mmx900mm (400mm embedded in ground and 500mm projected) long precast RCC kerb pillars in plain concrete of grade M20 on top of the bund including excavation, backfilling, white washing the projected surfaces, etc. complete.
2900
396
1148400
Providing and laying Biaxial Geogrid having ultimate tensile strength 60 KN per mtr. (MD & CMD), grid aperture 18mm, elongation maximum 15%, as per specifications including all the cost of material, T&P and labour, scaffolding etc. to complete the job as per drawing and direction of Engineer-in-Charge.
14130
252
3560760
Providing and laying HDPE Geocell perforated with horizontal rows of maximum 10mm dia holes , cell perforation area less than 12% of cell surface area having 200mm cell depth, sheet valve thickness 1.52 mm as per specifications including all the cost of material, T&P and labour, scaffolding etc. to complete the job as per drawing and direction of Engineer-in-Charge.
12130
1716
20815080
Providing and filling graded stone aggregate 40mm down gauge in geocells including the cost of material, T&P and labour, scaffolding etc. to complete the job as per drawing and direction of Engineer-in-Charge.
2430
3000
7290000
Providing and laying non- woven Geo-textile Thermally Bonded -Needle Punched made of polyethylene or PP/PE/Similar fibers, having 22 kn/m tensile strength and CBR puncture resistance 4300 N and 45 Ltr./m2 sec. permeability complete as per drawings, specifications and as directed by Engineer -in-charge.
25000
234
5850000
Providing and placing in position mechanically woven double twisted hexagonal shaped, zinc(10%) plus aluminum (10%) alloy and PVC coated steel gabion of mesh type 10x12 in accordance with International standard EN-10223, EN-10244 of following sizes having tensile strength of wire of mesh- minimum 350 N/mm2, elongation not less than 10%, diameter of mesh wire 2.7/3.7mm, selvedge wire-3.4/4.4mm, lacing wire 2.2/3.2mm including the cost of all labour, material, T&P, etc. complete as per drawings, specifications and as directed by Engineer in charge.
-
-
-
5.0mx1mx1m
2000
9540
19080000
4mx1mx1m
2000
8196
16392000
3mx1mx1m
2000
6600
13200000
2mx1mx1m
2000
4896
9792000
1.5mx1mx1m
2000
3876
7752000
1mx1mx1m
2000
2580
5160000
Providing & filling hard stones of specified quality in gabion boxes including loading, transportation, unloading, handling, braking to the required size, packing, for all leads and lifts including the cost of all labour, T&P, royalty etc. complete as per drawings, specifications and as directed by Engineer in charge.
33000
2400
79200000
Supplying and forming / filling in layers with blended soil using soil obtained from within the ash pond area or from borrow area arranged by the contractor and prepared by blending with minimum 4 percent bentonite (by volume) to achieve a permeability not more than 1x10-6 cm per second, including all preparatory works in borrow area, excavation, loading, transporting, unloading, mixing with bentonite, laying in layers not exceeding 30 cm compacted thickness all leads & lifts breaking clods, watering, compaction to achieve a dry density of not less than 98 percent of maximum dry density (Standard Proctor) with specified rollers or any other approved mechanical means etc, with all incidental charges, cost of labour equipment, materials, etc. complete as per specification, drawings and as directed by the Engineer-In-Charge: (a) With bentonite blended soil (with soil obtained from excavation of cut off trench/ ash pond)
16900
420
7098000
Providing and fixing 150 dia perforated HDPE pipes duly wrapped with nonwoven geo textile complete as per drawings, specifications and as directed by Engineer-in-charge.
200
1584
316800
Dredging out the deposited ash from auxiliary / decantation Pond with the mechanical means in wet / submerged conditions etc. and transporting and disposal of the same to the main ash pond area including the cost of all labour, T&P, material and incidental charges, as per direction of the Engineer-In-Charge.
100000
228
22800000
Providing & grouting of 25mm dia TMT/steel anchor bars by drilling 32mm dia. holes in Reinforced Cement Concrete with power driven drill machine to a minimum depth of 400mm including fixing the TMT/steel bars in position using injectable adhesive / anchor grout of approved make( Hilti/Fischer/Fosroc) but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
50
2949
147450
Providing & grouting of 20mm dia TMT/steel anchor bars by drilling 25mm dia holes in Reinforced Cement Concrete with power driven drill machine to a minimum depth of 400mm in basin slab of existing spillway/wall for grouting of 20mm dia TMT/steel bars including fixing the TMT/steel bars in position using injectable adhesive / anchor grout of approved make( Hilti/Fischer/Fosroc) but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
100
1972
197200
Providing & grouting of 16mm dia TMT/steel anchor bars drilling 20mm dia holes in Reinforced Cement Concrete with power driven drill machine to a minimum depth of 300mm in basin slab of existing spillway/wall for grouting of 16mm dia TMT/steel bars including fixing the TMT/steel bars in position using injectable adhesive / anchor grout of approved make( Hilti/Fischer/Fosroc) but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
50
1315
65750
R R Masonry Providing and forming Random Rubble masonry In 1:6 cement mortar (1 cement 6 coarse sand) or caping over rock toe & lining of discharge channel with broken rock of specified quality and ranging in size from 100 mm to 300 mm including cost and conveyance of materials, mixing, laying, hand packing it in position, raking joints, curing with all leads and lifts, cost of labour, materials, equipment, etc. complete as per specification, drawings and as directed the by Engineer-In-Charge.
2280
3600
8208000
Instruments / settlement monitoring devices
-
-
-
Magnetic Settlement Gauge
4
48000
192000
Sensing probes for Electronic settlement gauges
4
33000
132000
Piezometers or sensors
4
39600
158400
Electronic water level indicator for the Casargrande piezometers
4
33000
132000
Settlement markers
4
19800
79200
Permanent bench marks
5
6000
30000
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