MP Power Transmission Company Limited Tender
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MP Power Transmission Company Limited - MPPTCL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date17 Oct 2024
Closing Soon25 Nov 2024
Tender Amount₹ 16,99,000
Costs
EMD
₹ 33,980Document Cost
₹ 1,180Tender Fee
₹ 295
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
2024_MPPTC_377028_1Tender No
1112Tender Authority
MP Power Transmission Company Limited ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
GEM & Bid Advisory Services
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Documents
Construction of 8 Nos. 33 Kv Feeder bay at 132 KV S/s Dabra, Bhitarwar, Kolaras, Kapasi, 220 KV S/s Datia, Gwalior-II.
BOQ Items
3004929,5.16.6,Reinforcement for R.C.C. work…………...Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
550
62
34595
3004924,5.16.1,Reinforcement for R.C.C. work…………...Mild steel and Medium Tensile steel bars.
100
60
6000
3004884,5.1.1,Providing and laying in position specified grade of reinforced cement concrete….. All work up to plinth level :- M-20 Grade Concrete
22
5796
127512
3004893,5.9.1,Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
100
190
19060
3000114,NSOR ,Labour only for fixing of foundation bolts…….
400
8
3200
3004792,2.24,Filling available excavated earth ……………... 50 m and lift upto 1.5 m.
32
72
2304
3004596,1.1.1.3,Transportation By Mechanical Transport including loading, unloading and stacking. Lime, moorum, building rubbish 3 km
22
139
3068.12
3004894,5.9.2.1,Centering and shuttering in cluding strutting, propping etc. and removal of form for: Up to plinth level.
10
219
2190
01 No. 33 Kv FB at 132 KV S/s Bhitarwar, 3004746,2.6, Earth work in excavation …………….. All kinds of soil
31
129
3999
3004838,4.1.2.3,Providing and laying in position cement concrete …………...- All work upto plinth level. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate
2.5
3474
8685
3004929,5.16.6,Reinforcement for R.C.C. work…………...Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
330
62
20757
3004924,5.16.1,Reinforcement for R.C.C. work…………...Mild steel and Medium Tensile steel bars.
50
60
3000
3004884,5.1.1,Providing and laying in position specified grade of reinforced cement concrete….. All work up to plinth level :- M-20 Grade Concrete
12
5796
69552
3004893,5.9.1,Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
50
190
9530
3000114,NSOR ,Labour only for fixing of foundation bolts…….
200
8
1600
3004792,2.24,Filling available excavated earth ……………... 50 m and lift upto 1.5 m.
20
72
1440
3004596,1.1.1.3,Transportation By Mechanical Transport including loading, unloading and stacking. Lime, moorum, building rubbish 3 km
12
139
1673.52
3004894,5.9.2.1,Centering and shuttering in cluding strutting, propping etc. and removal of form for: Up to plinth level.
18
219
3942
3005664,10.1,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.
20
65
1300
3006240,13.64,Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
5
53
265
3000146,NSOR ,P/F 100 mm dia AC pipe for weap holes …
3
221
663
02 Nos. 33 Kv FB at 220 KV S/s Datia, 3004746,2.6, Earth work in excavation …………….. All kinds of soil
71
129
9159
3004838,4.1.2.3,Providing and laying in position cement concrete …………...- All work upto plinth level. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate
6
3474
20844
3004929,5.16.6,Reinforcement for R.C.C. work…………...Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
800
62
50320
3004924,5.16.1,Reinforcement for R.C.C. work…………...Mild steel and Medium Tensile steel bars.
100
60
6000
3004884,5.1.1,Providing and laying in position specified grade of reinforced cement concrete….. All work up to plinth level :- M-20 Grade Concrete
28
5796
162288
3004893,5.9.1,Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
110
190
20966
3000114,NSOR ,Labour only for fixing of foundation bolts…….
440
8
3520
3004792,2.24,Filling available excavated earth ……………... 50 m and lift upto 1.5 m.
48
72
3456
3004596,1.1.1.3,Transportation By Mechanical Transport including loading, unloading and stacking. Lime, moorum, building rubbish 3 km
24
139
3347.04
3004894,5.9.2.1,Centering and shuttering in cluding strutting, propping etc. and removal of form for: Up to plinth level.
35
219
7665
3005664,10.1,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.
40
65
2600
3006240,13.64,Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
10
53
530
3000146,NSOR ,P/F 100 mm dia AC pipe for weap holes …
6
221
1326
01 No. 33 Kv FB at 220 KV S/s Gwalior-II ,3004746,2.6, Earth work in excavation …………….. All kinds of soil
31
129
3999
3004838,4.1.2.3,Providing and laying in position cement concrete …………...- All work upto plinth level. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate
2.5
3474
8685
3004929,5.16.6,Reinforcement for R.C.C. work…………...Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
330
62
20757
3004924,5.16.1,Reinforcement for R.C.C. work…………...Mild steel and Medium Tensile steel bars.
50
60
3000
3004884,5.1.1,Providing and laying in position specified grade of reinforced cement concrete….. All work up to plinth level :- M-20 Grade Concrete
12
5796
69552
3004893,5.9.1,Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
50
190
9530
3000114,NSOR ,Labour only for fixing of foundation bolts…….
200
8
1600
3004792,2.24,Filling available excavated earth ……………... 50 m and lift upto 1.5 m.
20
72
1440
3004596,1.1.1.3,Transportation By Mechanical Transport including loading, unloading and stacking. Lime, moorum, building rubbish 3 km
12
139
1673.52
3004894,5.9.2.1,Centering and shuttering in cluding strutting, propping etc. and removal of form for: Up to plinth level.
18
219
3942
3005664,10.1,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.
20
65
1300
3006240,13.64,Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
5
53
265
3000146,NSOR ,P/F 100 mm dia AC pipe for weap holes …
3
221
663
1 No. 33 KV FB at 132 KV S/S KOLARAS, 3004746,2.6, 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
15
129
1935
,2.7.1,Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm 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 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock
5
203
1015
,4.1.2.3,Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40 mm nominal size graded stone aggregate. M-7.5 – Grade concrete
1.1
3474
3821.4
,5.16.1,Reinforcement for R.C.C. work including straightening etc., complete. Mild steel and Medium Tensile steel bars.
45
60
2700
,5.16.6,Reinforcement for R.C.C. work including straightening etc., complete. Thermo-Mechanically Treated bars.
230
62
14467
,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
9
5796
52164
,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. Foundations, footings, bases of columns, etc. for concrete up to plinth level.
40
190
7624
,5.9.2.1,Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.
3
219
657
,NSOR 16,Labour only for fixing bolts of any length i/c weight of nuts & washers, etc. complete as per direction of Engineer in charge. (Base Rate Rs. 8/- per Kg)
175
8
1400
,2.24,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.
10
72
720
,2.27.1,Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete.
2
300
600
PART - (B) - Cable Trenches,,,3004746,2.6, 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
25
129
3225
,2.7.1,Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm 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 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock
5
203
1015
,4.1.2.3,Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40 mm nominal size graded stone aggregate. M-7.5 – Grade concrete
4
3474
13896
,4.1.1.3,P&L in position cement concrete of specified grade ……etc., complete…...Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate (M -7.5) M 15 – Grade concrete
0.3
4471
1341.3
,5.16.6,Reinforcement for R.C.C. work including straightening etc., complete. Thermo-Mechanically Treated bars.
675
62
42457.5
,5.1.1,M 20 –Grade Concrete
11
5796
63756
,5.9.1,Foundations, footings, bases of columns, etc. for concrete up to plinth level.
23
190
4383.8
,5.9.2.1,Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.
90
219
19710
,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
80
65
5200
,13.64,Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
3
53
159
,NSOR-41,Providing & Fixing 100 mm dia AC pipe with grating for weep holes abutments, wing walls, retaining walls etc., including cost of all material, labour, taxes, T&P etc., complete as directed by Engineer-in-charge.
(Base Rate Rs. 221/- per M )
8
221
1768
,2.24,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.
7
72
504
,2.27.1,Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete.
2
300
600
1 No. 33 KV FB at 132 KV S/S KAPASI (KUDKA) for CENTRAL DISCOM,,,3004746,2.6, 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
129
516
,2.7.1,Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm 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 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock
16
203
3248
,4.1.2.3,Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40 mm nominal size graded stone aggregate. M-7.5 – Grade concrete
1.1
3474
3821.4
,5.16.1,Reinforcement for R.C.C. work including straightening etc., complete. Mild steel and Medium Tensile steel bars.
45
60
2700
,5.16.6,Reinforcement for R.C.C. work including straightening etc., complete. Thermo-Mechanically Treated bars.
230
62
14467
,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
9
5796
52164
,5.9.1,Foundations, footings, bases of columns, etc. for concrete up to plinth level.
40
190
7624
,5.9.2.1,Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.
3
219
657
,NSOR 16,Labour only for fixing bolts of any length i/c weight of nuts & washers, etc. complete as per direction of Engineer in charge. (Base Rate Rs. 8/- per Kg)
175
8
1400
,2.24,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
72
144
,2.27.1,Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete.
10
300
3000
,2.6,PART - (B) - Cable Trenches, 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
10
129
1290
,2.7.1,Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm 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 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock
20
203
4060
,4.1.2.3,Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40 mm nominal size graded stone aggregate. M-7.5 – Grade concrete
4
3474
13896
,4.1.1.3,P&L in position cement concrete of specified grade ……etc., complete…...Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate (M -7.5) M 15 – Grade concrete
0.3
4471
1341.3
,5.16.6,Reinforcement for R.C.C. work including straightening etc., complete. Thermo-Mechanically Treated bars.
675
62
42457.5
,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
11
5796
63756
,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. Foundations, footings, bases of columns, etc. for concrete up to plinth level.
23
190
4383.8
,5.9.2.1,Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.
90
219
19710
,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
80
65
5200
,13.64,Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
3
53
159
,NSOR-41,Providing & Fixing 100 mm dia AC pipe with grating for weep holes abutments, wing walls, retaining walls etc., including cost of all material, labour, taxes, T&P etc., complete as directed by Engineer-in-charge.(Base Rate Rs. 221/- per M )
8
221
1768
,2.24,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
72
144
,2.27.1,Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete.
7
300
2100
,,1000557, NOSR Payment of fixed additional charges for Mobilization of men, materials, T&P etc. due to change in location of work from one substation/premises to another substation/premises after 1st sub order for each separate sub-order (s) under the scope of same contract of civil works shall be payable as per following conditions: -(i) Applicable only after 1st sub work order and only on change in work location from one substation/premises to another substation or any other MPPTCL’s premises situated at a distance of more than 3.00 Kms. for execution of work under the same main contract. (Nearest motorable road distance shall be considered for this purpose) (ii) The distance as mentioned in point no. – (i) shall be considered from the nearest current location of ongoing work (where the work shall be in progress by the contractor at the time of placing new sub-order irrespective of scheduled completion period given for that work) under the scope of same contract. (iii) Not applicable for the balance work (when the sub order of any civil work is placed in two or more parts) of dusting, metaling etc. on the same feeder bay work for which the work of foundation etc. has been executed previously under the scope of same contract.(iv) The rates are inclusive of cost of transportation of labour, material, T&P etc. and cost of all respective works in all respect up to any distance in the area of jurisdiction of main work order for the contract and also in nearby areas as per necessity i/c all applicable taxes (except GST) etc. all complete, as per terms and conditions of order and as per direction of Engineer – In – Charge.(Base Rate: - Rs. 10,000/- per shifting) Note:- This payment of fixed additional charges for changing of work location shall be payable only when work will be executed in accordance with location wise priority fixed by the Engineer-In-Charge (if any) and only on successful completion of work in all respect as per scope of work in the sub-order for which said additional charges are to be payable.
5
10000
50000
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