West Bengal State Electricity Distribution Company Limited Tender
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West Bengal State Electricity Distribution Company Limited - WBSEDCL Tender
Eprocure
Opening Date23 Dec 2020
Closing Date13 Jan 2021
Tender AmountRefer Documents
Costs
EMD
₹ 90,96,300Document Cost
₹ 28,320Tender Fee
Refer Documents
Summary
Wbsedcl/spgd/solar Park/civil Infra/2020-21/nit-25
Description
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Contact
Tender Id
2020_WBSED_310780_1Bid Award Id
ViewTender No
WBSEDCL/SPGD/SOLAR PARK/CIVIL INFRA/2020-21/NIT-25Tender Authority
West Bengal State Electricity Distribution Company Limited ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
... More
Embankment Works
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-
... More
Earth work excavations for embankments in ordinary / hardsoils, including shoring, strutting dewatering and pumping the water (at least 100 mts away from the excavations) and disposing of the surplus earth within Phase-1 Plot and level the earth as instructed by EMPLOYER / CONSULTANT during execution.
a. upto 2.0 m below existing ground level
160960
-
181.85
... More
Supplying and laying cement concrete of mix M20 grade of minimum Cement Content of 320 kg/m3, using 20 mm and down graded with machine crushed stone aggregate IN embankment slope protection (125mm thick).
6929
-
7718.25
... More
Supplying and fixing minimum 10 Gauge weld mesh of size 100mm x100 mm for embankment slope protection
55432
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233.7
... More
Semi Impervious earth fill for Embankment Construction:All other type of soil apart from sl.no (5) clay content 30 % can be used as semi impervious soil, e.g. well graded sand, well graded gravel and silty gravel. Soil having plasticity index (P.I) less than 10 may havedispersive qualities and should not be used. Expansive typeof soil shall not be allowed.
261544
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323.9
... More
Impervious earth fill for Embankment Construction:Soils having permeability less than 10-5 cm/second,plasticity index (P.I) 15, clay content 30 % and liquid limit between 30 to 50% are suitable for core construction. To avoid swelling tendencies the plasticity index (P.I.) shall not exceed 30.
40256
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400
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Roads
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-
-
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Bituminous carpet (60mm thick) 50 mm thick bitumen macadam and 10mm thick premix macadam seal carpet is laid after most of the construction and erection activities are completed. Camber of 1:50 is provided.
35210
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1074.95
... More
Supplying and laying for construction of Granular sub-base using approved quality of coarse aggregates and sand, including screening aggregates, mixing the graded aggregates using rotavator as per mix design, adding water to achieve required OMC, spreading the mix in uniform layer using motor grader over prepared surface in proper grade and camber,compacting the layer to achieve thee desired density,including lighting, grading, barricading, including cost of all materials, machinery, tools and plants, complete including cost of quality control. Suitable granulated furnace slag with gravel sub base in two layers (63-45mm) CBR not less than 30%.
6036
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2637.3
... More
Kerb Wall & Fencing
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-
-
... More
Supplying and laying first class brick masonry including steps in cm 1:5 in superstructure using locally available good quality approved table moulded chamber burnt stock bricks of approved quality including raking the joints, curing, scaffolding and including staircase steps etc complete (600mm height,
230 thick kerb walls)
FFL to 5.00 m level
1388
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6157.45
... More
Supply, fabrication and fixing of chain link fencing of 2.5m height PVC coated chain link of size 3" x 3" x 3mm thick) by using ISMC 100 section of 2.30 ht 2m above FFL, 0.3m grouted in RCC wall with M20 grade concrete of size 0.3 x 0.3 x 0.45m at every 1.80m c/c and chain link frame of size (1.8m x 2m) made out of size 50 x 50 x 6mm angle all around and 50mm x 6mm flat at centre portion including one coat of primer two coats of enamel painting etc complete on top layers of barbed wire to be fixed with 50 x 50 x 6 angle supports
10420
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1668.39
... More
Main gate width is 6.0 m clear opening, gate height is 2.50 m plus 0.618 m minimum. Wicket gate width is 1.250 m C/C opening. Gate post shall be ISMC 100 boxed section, Gate frames are ISMC 100 in four sides, bracing angles are 65 x 6 and gusset plates are 6 mm thick minimum.
8
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37000
... More
Culverts, Sluice gates, Hume Pipes, Anti-flood Valves and Guard Cabins
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-
-
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Supplying and laying Plain Cement Concrete of mix 1:4:8 in leveling course using 40 mm maximum size and down graded stone aggregate including form work, compacting, curing, finishing to given levels etc complete (volume mix )
16
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7738.2
... More
Supplying and laying reinforcement cement concrete of mix M25 grade ( Design mix) of minimum Cement Content of 380 kg/m3, using 20 mm and down graded machine crushed
stone aggregate in footings, pile cap, columns, rafts, walls, pedestals, curbs, plinth beams, equipment foundations, drains, trenches, wall, water barrier etc upto finished floor level including vibrating, tamping, curing and rendering the concrete surfaces if required etc complete design mix to be got approved from CONSULTANT
439.3
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9400.85
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Supplying and fixing plywood centering and shuttering in all foundations and upto finished floor level for footings, columns, pedestals, beams, rafts, trenches, pits, wall, water barriers etc with necessary strutting, bracking propping etc keeping the same in position during concreting and removal of the same after a specified period etc complete
2196
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609.3
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Fixing in position at all levels steel reinforcement for RCC works including cutting, bending & binding with 16 gauge MS annealed binding wire or by welding if required, with
necessary laps, chairs, supports, concrete cover blocks, laps etc complete including the cost of binding wire. High strength deformed reinforcement
a. High strength deformed reinforcement
52.8
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83500
... More
Supplying and mixing of approved brand polycardoxylates based high grate super-plasticiser/ water reducer admixutures
1192.39
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140
... More
Supplying and fixing Hume Pipe (NP2) of approved make as directed, erection of humepipes in line and levels including necessary excavation grouting the collar joints in cm 1:3, refilling the same with excavated earth, water compaction etc complete
a. 450 mm dia
1500
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1672.65
... More
Security Guard Cabins shell shall be fabricated, comprising base frame, peripheral structure, self draining roof, entry doors and windows as a minimum following specification
8
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40000
... More
Sluice Gates of size 3m X 4m are preferred to withstand for head up to 6m to 8m and also should be capable of withstanding high debris environments. Gates should have Low leakage machined metallic seating surfaces creating a reliable tight seal, minimizing leakage. Gates shall be Cast iron, ductile iron, 2% Ni and Ni-Resist cast iron alloys. Gates offered should be capable of working for submerged service, wall mounting
4
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500000
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Anti flooding device confirms to BS EN 13564. Minimum 450 mm dia double flap non-return valves shall be watertight to a pressure of 0.5 bar (5 m Head). Glass Reinforced plastic with isophthalic gel coat. Hinge: Self Lubricating Plastic type. Hinge: Self Lubricating Plastic type
150
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40000
... More
Existing embankments requiring re-conditioning, includingfencing, gates, hume pipes, patrol roads, non-return valves, sluice gates & culverts, etc., as per Specifications and Drawings
-
-
-
... More
Embankment Works
-
-
-
... More
Supplying and laying cement concrete of mix M20 grade of minimum Cement Content of 320 kg/m3, using 20 mm and down graded with machine crushed stone aggregate in embankment slope protection (125mm thick).
1360
-
7718.25
... More
Supplying and fixing minimum 10 Gauge weld mesh of size 100mm x100 mm for embankment slope protection. The weldmesh shall be fixed as per drawing.
10880
-
233.7
... More
Semi Impervious earth fill for Embankment Construction: All other type of soil (not impervious) clay content 30 % can be used as semi impervious soil, e.g. well graded sand, well graded gravel and silty gravel. Soil having plasticity index (P.I) less than 10 may have dispersive qualities and should not be used. Expansive typeof soil shall not be allowed.
41175
-
323.9
... More
Roads
-
-
-
... More
Bituminous carpet (60mm thick) 50 mm thick bitumen macadam and 10mm thick premix macadam seal carpet is laid after most of the construction and erection activities are completed. Camber of 1:50 is provided.
16013
-
1074.95
... More
Supplying and laying for construction of Granular sub-base using approved quality of coarse aggregates and sand, including screening aggregates, mixing the graded aggregates using rotavator as per mix design, adding water to achieve required OMC, spreading the mix in uniform layer using motorgrader over prepared surface in proper grade and camber, compacting the layer to achieve thee desired density,including lighting, grading, barricading, including cost of all materials, machinery, tools and plants, complete including cost of quality control. Suitable granulated furnace slag with gravel sub base in two layers (63-45mm) CBR not less than 30%.
2745
-
2637.3
... More
Kerb Wall & Fencing
-
-
-
... More
Supplying and laying first class brick masonry including stepsin cm 1:5 in superstructure using locally available good quality approved table moulded chamber burnt stock bricks of approved quality including raking the joints, curing, scaffolding and including staircase steps etc complete (600mm height, 230 thick kerb walls)
a. FFL to 5.00 m level
631
-
6157.45
... More
Supply, fabrication and fixing of chain link fencing of 2.5mheight PVC coated chain link of size 3" x 3" x 3mm thick) by using ISMC 100 section of 2.30 ht 2m above FFL, 0.3m grouted in RCC wall with M20 grade concrete of size 0.3 x 0.3 x 0.45m at every 1.80m c/c and chain link frame of size (1.8m x 2m) made out of size 50 x 50 x 6mm angle all around and 50mm x 6mm flat at centre portion including one coat of primer two coats of enamel painting etc complete on top layers of barbed wire to be fixed with 50 x 50 x 6 angle supports
4575
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1668.39
... More
Hume Pipes, Anti-flood Valves
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-
-
... More
Supplying and fixing Hume Pipe (NP2) of approved make as directed, erection of humepipes in line and levels including necessary excavation grouting the collar joints in cm 1:3, refilling the same with excavated earth, water compaction etc complete
c. 450 mm dia
300
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1672.65
... More
Anti flooding device confirms to BS EN 13564. Minimum 450 mm dia double flap non-return valves shall be watertight to a pressure of 0.5 bar (5 m Head). Glass Reinforced plastic with isophthalic gel coat. Hinge: Self Lubricating Plastic type.Hinge: Self Lubricating Plastic type
30
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40000
... More
Drainage System as per detailed Specifications and the and Drawings
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-
-
... More
Peripheral Drains
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-
-
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Earth work excavations for embankments in ordinary / hard soils, including shoring, strutting dewatering and pumping the water (at least 100 mts away from the excavations) and disposing of the surplus earth with an initial lead of 1000 m,lift upto 1.5 m and level the earth with required level as instructed by consulting Engineers etc, complete.
a. upto 2.0 m below existing ground level
8064
-
181.85
... More
Supplying and laying cement concrete of mix M20 grade of minimum Cement Content of 320 kg/m3, using 20 mm and down graded with machine crushed stone aggregate.
2670
-
7718.25
... More
Supplying and fixing minimum 10 Gauge weld mesh of size 100mm x100 mm for embankment slope protection The weld mesh shall be fixed as per drawing.
26700
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233.7
... More
Site Preparation and Levelling including earthworks for Phase-I alone
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-
-
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Filling the solar field with excavated earth from embankment construction , etc. in layers not exceeding 200 mm in depth, consolidating each deposited layer by ramming and watering to achieve 90% modified protector density lead up to 1000 m and lift upto 1.5 m.
169753
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142.1
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Selected excavated earth from borrow pit shall be laid in layers not exceeding 200 mm in depth, consolidating each deposited layer by ramming and watering to achieve 90% modified protector density with an initial lead of 5.0 KM and level the earth with required level as instructed by consulting Engineers etc, complete
30000
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323.9
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Site Preparation including bush clearances / tree cutting over 528 Acres.Site Final Grading as per to be frozen finished ground levels during detailed engineering over 528 Acres and Razing Small bunds .
2136740
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12.55
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Dismantle and disposing the abandoned structure / existing structure, within the boundary
1000
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284.6
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Two year mandatory spares for Sluice Gates (one number) and Anti-Flooding Non-return Valves (20 numbers)
1
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1300000
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Charges towards Two (2) year Operation & Maintenance, after taking over
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-
-
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For 1st Year
1
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4548147
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For 2nd Year
1
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4548147
Evaluation Notes How It Works ?
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