MP Power Transmission Company Limited Tender
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MP Power Transmission Company Limited - MPPTCL Tender
Eprocure
Opening Date29 Jun 2021
Closing Date10 Aug 2021
Tender Amount₹ 29,93,236 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 65,000Document Cost
₹ 1,680Tender Fee
₹ 384
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
2021_MPPTC_148742_1Bid Award Id
ViewTender No
434Tender Authority
MP Power Transmission Company Limited ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
GEM & Bid Advisory Services
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Documents
Const. of Civil works pertaining to 2 Nos. 220 KV Feeder Bays for M/s Trident at 220 KV S/s Budhni.
BOQ Items
(Sor No.5.16.6) Thermo-Mechanically Treatedbars.(TMT) FE 500 D conforming to IS 1786
7183
-
60
(Sor No.5.1.1) Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :..M 20 –Grade Concrete
98.1
-
4581.9
(Sor No. 5.9.1) Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for concrete up to plinth level.
527.24
-
156.6
(Sor No. 5.9.2) Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.
3.03
-
240.3
(Sor No.2.25) Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
210.79
-
64.8
(NSOR) Providing and fixing but and bolt………etc., complete.
2095.98
-
8
(Sor No.2.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)..All kinds of soil
4
-
116.1
(Sor No.4.1.2.3) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : ..With 40mm nominal size graded stone aggregate. ...Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate (M -7.5)
0.5
-
3126.6
(Sor No. 5.16.6) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor two level including cost of binding wire, all wastages and lappages/overlaps (overlaps shall be provided as per requirement of IS 13920 for ductile detailing, IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete.
(Note : Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of Engineer-in-charge...Thermo-Mechanically Treated bars.(TMT) FE 500 D conforming to IS 1786
220
-
60
(Sor No. 5.1.1) Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :..M 20 –Grade Concrete
1.8
-
4581.9
(Sor No. 5.9.1) Centering and shuttering including strutting, propping etc. and removal of form for :..Foundations, footings, bases of columns, etc. for concrete up to plinth level.
20
-
156.6
(Sor No .6.3.2) Brick work with well burnt chimney bricks in bulls patent trench kiln, crushing strength not less than 25kg /cm2 and water bsorption not more than 20% in foundation and plinth i/c curing etc complete. ..Cement Mortar 1:6 (1 cement : 6 sand).
1.5
-
4554.9
(Sor No .4.2.1.3) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor two level, excluding the cost of centering, shuttering and finishing :..With 20mm nominal size graded stone aggregate..M 15 – Grade concrete
0.3
-
4242.6
(Sor No. 13.2.2) 15 mm cement plaster on the rough side of single or half brick wall of mix : ..1:6 (1 cement : 6 sand)
21
-
115.2
(Sor No.2.25) Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
2
-
64.8
(Sor No.18.9.1) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge.
External work..15 mm nominal outer dia .Pipes.
60
-
109.8
(Sor No.18.9.2) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge.
External work..20 mm nominal outer dia .Pipes.
60
-
126.9
(Sor No. 18.9.3) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge.
External work..25 mm nominal outer dia .Pipes.
60
-
166.5
(Sor No. 18.9.5) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge.
External work..40 mm nominal outer dia .Pipes.
60
-
291.6
(Sor No.18.32.1) Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :..25 mm nominal bore
2
-
437.4
(Sor No.18.32.3) Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :..40 mm nominal bore
1
-
609.3
(Sor No.18.65.1) Providing and fixing PTMT bib cock of approved quality and colour...15mm nominal bore, 86 mm long. Weighing not less than 88 gms.
4
-
155.7
(Sor No.2.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)..All kinds of soil
69.73
-
116.1
(Sor No.4.1.2.3) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : ..With 40mm nominal size graded stone aggregate. ..Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate (M -7.5)
12.79
-
3126.6
(Sor No.5.16.6) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor two level including cost of binding wire, all wastages and lappages/overlaps (overlaps shall be provided as per requirement of IS 13920 for ductile detailing, IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete. (Note : Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of Engineer-in-charge...Thermo-Mechanically Treated bars.(TMT) FE 500 D conforming to IS 1786
1392.33
-
60
(Sor No.5.1.1) Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :..M 20 –Grade Concrete
38.68
-
4581.9
(Sor No.5.9.2) Centering and shuttering including strutting, propping etc. and removal of form for :..Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.
355
-
240.3
(Sor No.5.9.3) Suspended floors, roofs, landings, balconies and access platform.
61.52
-
237.6
(Sor No.10.2) Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
596.7
-
61.83
(Sor No.10.22.1) Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required...In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.
832.43
-
77.27
(Sor No.10.1) Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
304
-
58.77
(Sor No.13.58.3) Applying priming coat :..With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
79.02
-
17.1
(Sor No.13.68.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :..Two or more coats on new work
79.02
-
47.7
(Sor No.2.25) Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
18.25
-
64.8
(NSOR) Providing & Fixing 100mm dia AC pipe with grating for weep holes in abutment, wing walls, retaining wall etc., including cost of all material, labour, taxes, T&P etc., complete as directed by Engineer-in-charge.
(Base Rate Rs. 221/- Per Rmt.)
38.5
-
221
()NSOR) Supply, stacking and spreading of 40mm crusher broken metal black trap, basalt or granite uniformly in substation yard in desired thickness, free from dust and foreign matter, including transportation upto site, lead and lift, T&P, labour, royalty and taxes etc., complete as direction by Engineer-in-charge.
(Base Rate Rs. 1003/- Per Cum)
502.5
-
1003
(Sor No.4.1.1.3) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : ..With 20mm nominal size graded stone aggregate...M 15 – Grade concrete
335
-
4023.9
(Sor No.4.3.1) Centering and shuttering including strutting, propping etc. and removal of form work for : ..Foundations, footings, bases for columns.
320
-
152.1
(Sor No.4.6.1) Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 sand) including the cost of required entering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete...M15 (With 20mm nominal size graded stone aggregate)
8.4
-
4231.8
(Sor No.11.75 ) Providing and laying 60mm thick factory made cement concrete nterlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge.
192
-
527.4
(Sor No.2.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)..All kinds of soil
0.5
-
116.1
(Sor No.4.1.2.3) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : .With 40mm nominal size graded stone aggregate. ..Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate (M -7.5)
0.24
-
3126.6
(Sor No.5.16.1) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor two level including cost of binding wire, all wastages and lappages/overlaps (overlaps shall be provided as per requirement of IS 13920 for ductile detailing, IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete.
(Note : Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of Engineer-in-charge...Mild steel and Medium Tensile steel bars.
8.74
-
54.45
(Sor No.5.16.6) Thermo-Mechanically Treated ars.(TMT) FE 500 D conforming to IS 1786
72.68
-
60
(Sor No.5.1.1) Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :..M 20 –Grade Concrete
1.94
-
4581.9
(Sor No.5.9.1) Centering and shuttering including strutting, propping etc. and removal of form for :..Foundations, footings, bases of columns, etc. for concrete up to plinth level.
7.2
-
156.6
(Sor No.5.9.3) Suspended floors, roofs, landings, balconies and access platform.
5.12
-
237.6
(Sor No.5.9.5) Lintels, beams, girders, bressumers and cantilevers.
2.68
-
204.3
(Sor No.5.9.7) Stairs, (excluding landings) except spiral-staircases.
1.9
-
298.8
(Sor No.2.25) Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
0.5
-
64.8
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