MP Power Transmission Company Limited Tender
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MP Power Transmission Company Limited - MPPTCL Tender
Civil And Construction
Civil Works Others
Electrical and Electronics
Electrical Works
Eprocure
Opening Date15 Jan 2025
Closing Date5 Feb 2025
Tender Amount₹ 1,34,00,000
Costs
EMD
₹ 2,68,000Document Cost
₹ 5,900Tender Fee
₹ 1,534
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
2025_MPPTC_395584_1Tender No
1583Tender Authority
MP Power Transmission Company Limited ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
Civil works for extension of yard i.e 132KV/33KV structure foundations, Cable trench, levelling, metaling, retaining/compound wall etc. at 132 KV S/s Vinoba Bhave Jabalpur.
BOQ Items
... More
4000225, 123 NSOR,33 KV Gantry (1 GO3) Construction of foundation as per standard drawing and details as given in standard MB vide page No.Vol-I / P-1
3
36039
108119.4
... More
4000226, 124 NSOR,33 KV Main Bus (1 BO4) Construction of foundation as per standard drawing and details as given in standard MB vide page No.Vol-I / P-3
1
73003
73003.58
... More
4000227, 125 NSOR,33 KV Auxilary Bus (1BO5) Construction of foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-5
2
49126
98252.4
... More
4000228, 126 NSOR,33 KV Isolator (1DO3) Construction of foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-7
12
10016
120200.76
... More
4000229, 127 NSOR,33 KV CT/PT/LA/PI Construction of foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-9
18
3786
68157
... More
4000230, 128 NSOR,33 KV CB Construction of foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-11
4
12693
50772.2
... More
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 up to 50m and lift up to 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
305.07
129
39354.03
... More
3004792, 2.24(SOR w.e.f 01.12.2020),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.
175
72
12600
... More
4000234, 132 NSOR,132 KV Main Bus (3B04) Construction of Structure foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-19
2
37474
74948.88
... More
4000235, 133 NSOR,132 KV Gantry foundation (3GO2 Type)
9
67100
603900
... More
4000236, 134 NSOR,132 KV Auxilary Bus (3BO3) Construction of Structure foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-23
2
47746
95493.12
... More
4000237, 135 NSOR,132 KV PT (3VO4) Construction of Structure foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-25
3
8363
25091.07
... More
4000238, 136 NSOR,132 KV CC foundation (3KO2 Type)
4
9300
37200
... More
4000239, 137 NSOR,132 KV Isolator (3DO2) & (3DO5) Construction of Structure foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-29
18
15592
280665.18
... More
4000240, 138 NSOR,132 KV PI (3PO2) & 132 KV CT (3 CO5) (For non BC soil) Construction of Structure foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-31
15
3140
47107.95
... More
4000242, 140 NSOR,132 KV LA (3 LO4) 1 No Foundation only Construction of Structure foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-35
9
3863
34771.41
... More
4000243, 141 NSOR,132 KV CB (Circuit Breaqker) Construction of Structure foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-37
6
23699
142198.62
... More
4000288, 186 NSOR,132/33 KV 50/63 MVA X-Mer foundation excluding ancilary foundatio but including Jacking Pad. Construction of Transformer foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-367 to 368
1
126895
126895.54
... More
3006435, 15.2.1(SOR w.e.f 01.12.2020),Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge: Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
50
578
28900
... More
3004746, cable trench 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 up to 50m and lift up to 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
270
129
34830
... More
4000301, 199 NSOR,RCC Cable trench D Type Construction of civil work as per Standard drawings and details mentioned in SMB vide page No. Vol-II/P-29 to 31
150
3236
485410.5
... More
4000302, 200 NSOR,RCC Cable trench E Type Construction of civil work as per Standard drawings and details mentioned in SMB vide page No. Vol-II/P-32 to 34
50
2329
116455.5
... More
4000303, 201 NSOR,RCC Cable trench F Type Construction of civil work as per Standard drawings and details mentioned in SMB vide page No. Vol-II/P-35 to 37
120
1730
207663.6
... More
3004929, 5.16.6(SOR w.e.f 01.12.2020),Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
1000
62
62900
... More
3004884, 5.1.1(SOR w.e.f 01.12.2020),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
20
5796
115920
... More
3004897, 5.9.3(SOR w.e.f 01.12.2020),Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
200
439
87920
... More
3004792, 2.24(SOR w.e.f 01.12.2020),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.
160
72
11520
... More
3005664, 10.1 (SOR w.e.f 01.12.2020),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.
1000
65
65000
... More
3006240, 13.64(SOR w.e.f 01.12.2020,Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
150
53
7950
... More
3000146, 41 NSOR,Providing & Fixing 100 mm dia AC/PVC pipe with grating for weep holes in Brick masonary/ Plain/Reinforement cement concrete abutments , wing walls, retaining walls etc. extending through the full width of abutments , wing walls, retaining walls etc.with a slope of 1H: 20V including cost of all material, labour, T&P etc. complete as directed by Engineer in charge.
70
221
15470
... More
3005705, 10.22.1 (SOR w.e.f 01.12.2020),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.
2500
86
215000
... More
3004745, 2.5(SOR w.e.f 01.12.2020),Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil
5300
33
174900
... More
3004602, 1.1.2.1 (SOR w.e.f 01.12.2020),Transportation By Mechanical Transport including loading, unloading and stacking. Earth 1 km
1000
139
139470
... More
3004746, 2.6(SOR w.e.f 01.12.2020),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 up to 50m and lift up to 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
500
129
64500
... More
3011274, NSOR No. 285,"Providing and laying mixture of stone crusher dust (free form organic matters and foreign matters etc.) and Cement in a ratio of 1:10 (1Part Cement :10 part stone crusher dust by volume) of minimum thickness of 100mm and with provision of ground water recharging holes of 100 mm dia and at 3000 mm c/c or at suitable intervals as per site requirement in zigzag pattern with the help of fixing 100 mm dia PVC pipes, including cost of pipes, preparation of surface, mixing of stone crusher dust and cement in concrete mixer with desired water cement ratio, laying, vibration, compaction, curing etc. complete to give a perfect cohesive, smooth and even surface, finishing as per requirement, cleaning, etc, complete and also inclusive of all leads and lifts and cost of all materials, transportation, royalty charges (it any) taxes, levies, labour charges, T&P and cost of other consumables etc. all complete and as per direction of Engineer-In-Charge Note :- 1) This items shall not be executed in case of hard strata i.e. hard rock, soft rock, ordinary rock etc if exists on surface of substation yards. 2) The quantity of stone crusher dust shall be measured in volumetric terms so as to exercise cross check. "
5300
146
773800
... More
3000106, 8 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 up to site, lead and lift, T&P, labour,royalty and taxes etc. complete as directed by Engineer-in-charge.
430
1003
431290
... More
3006240, 13.64(SOR w.e.f 01.12.2020),Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
100
53
5300
... More
3005912, 11.73 (SOR w.e.f 01.12.2020),Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (PrecastC.C. kerb stone shall be approved by Engineer-in- Charge).
15
6097
91455
... More
3005910, 11.72.2 (SOR w.e.f 01.12.2020),Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colourand pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges in 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer'sspecifications and direction of Engineer-in- Charge. 60 mm thick C.C. paver block of M-35 grade
200
556
111200
... More
3004747, 2.7.1(SOR w.e.f 01.12.2020), 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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock
20
203
4060
... More
3004838, 4.1.2.3(SOR w.e.f 01.12.2020),Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate
2
3474
6948
... More
3004924, 5.16.1(SOR w.e.f 01.12.2020),Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Mild steel and Medium Tensile steel bars.(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Mild steel and Medium Tensile steel bars.
120
60
7200
... More
3004929, 5.16.6(SOR w.e.f 01.12.2020),Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
200
62
12580
... More
3004884, 5.1.1(SOR w.e.f 01.12.2020),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
6
5796
34776
... More
3004893, 5.9.1(SOR w.e.f 01.12.2020),Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
70
190
13342
... More
3006928, 18.7.2(SOR w.e.f 01.12.2020),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.
150
141
21150
... More
3006929, 18.7.3(SOR w.e.f 01.12.2020),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.
100
185
18500
... More
3007132, 18.13.1(SOR w.e.f 01.12.2020),Providing and fixing CPVC gate valve with knob of approved quality...25 mm nominal bore
4
428
1712
... More
3007230, 18.44.2(SOR w.e.f 01.12.2020),Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore...122 mm long weighing not less than 99 gm
10
208
2080
... More
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 up to 50m and lift up to 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
170
129
21930
... More
4000328, 227 NSOR,Boundary Wall 2.4 M High Construction of civil work as per Standard drawings and details mentioned in SMB vide page NoVol-II/P-121 to 129
210
7974
1674729
... More
3004792, 2.24(SOR w.e.f 01.12.2020,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.
100
72
7200
... More
3004843, 4.2.1.3(SOR w.e.f 01.12.2020,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. upto floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate M 15 – Grade concrete
10
4714
47140
... More
3004910, 5.9.16(SOR w.e.f 01.12.2020,Centering and shuttering including strutting, propping etc. and removal of form for: Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like.
50
191
9550
... More
3000145, 40 NSOR,Brickwork in plinth & foundation of Boundary wall with fly ash lime bricks (FALG bricks) having 75 Kg per sq cm average compressive strength conforming to IS:12894-2002, in cement mortar 1:6 , including cost of all material, labour, T&P, taxes, transportation ,curing etc. complete as per direction of Engineer in charge.
5
4393
21965
... More
3005000, 6.7.2.2(SOR w.e.f 01.12.2020),Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : Having 75 kg / cm2 average compressive strength. Cement mortar 1:6 (1 cement : 6 sand)
5
5049
25245
... More
3006147, 13.2.2(SOR w.e.f 01.12.2020),15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 sand)
60
148
8880
... More
3006149, 13.3.2(SOR w.e.f 01.12.2020),20 mm cement plaster of mix : 1:6 (1 cement : 6 sand)
60
197
11820
... More
3006220, 13.53(SOR w.e.f 01.12.2020),Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface)
500
130
65000
... More
3005664, 10.1 (SOR w.e.f 01.12.2020),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.
500
65
32500
... More
3006240, 13.64(SOR w.e.f 01.12.2020),Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
50
53
2650
... More
3005738, 10.36 (SOR w.e.f 01.12.2020),Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C. blocks shall be paid separately).
380
275
104500
... More
3000150, 45 NSOR,P&F Barbed wire (9.38 Kg per 100 M min.) to MS Angle Iron posts including screwing with GI tying wire staples or steel pins I/c cost of wire, staples pins etc. as per the direction of Engineer-In- Charge
2300
8
18400
... More
3004746, 2.6(SOR w.e.f 01.12.2020),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 up to 50m and lift up to 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
6.22
129
802.38
... More
3004749, 2.7.3(SOR w.e.f 01.12.2020),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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited)
4.15
591
2452.65
... More
3004838, 4.1.2.3(SOR w.e.f 01.12.2020),Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate
1
3474
3474
... More
3004924, 5.16.1(SOR w.e.f 01.12.2020),Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Mild steel and Medium Tensile steel bars.(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Mild steel and Medium Tensile steel bars.
10
60
600
... More
3004929, 5.16.6(SOR w.e.f 01.12.2020),Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
500
62
31450
... More
3004884, 5.1.1(SOR w.e.f 01.12.2020),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
6
5796
34776
... More
3004893, 5.9.1(SOR w.e.f 01.12.2020),Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
5
190
953
... More
3004900, 5.9.6(SOR w.e.f 01.12.2020),Centering and shuttering including strutting, propping etc. and removal of form for: Columns, P i l l a r s , Piers, Abutments, Posts and Struts.
30
471
14136
... More
3006220, 13.53(SOR w.e.f 01.12.2020),Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface)
20
130
2600
... More
3006240, 13.64(SOR w.e.f 01.12.2020),Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
50
53
2650
... More
3005706, 10.22.2 (SOR w.e.f 01.12.2020),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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
800
85
68000
... More
3004792, 2.24(SOR w.e.f 01.12.2020),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.
8
72
576
... More
3006435, 15.2.1(SOR w.e.f 01.12.2020),Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge: Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
5
578
2890
... More
3006442, 15.6.3(SOR w.e.f 01.12.2020),Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge...In cement mortar.
50
487
24350
... More
3004746, 2.6(SOR w.e.f 01.12.2020),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 up to 50m and lift up to 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
80
129
10320
... More
3004838, 4.1.2.3(SOR w.e.f 01.12.2020),Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate
30.04
3474
104358.96
... More
3004929, 5.16.6(SOR w.e.f 01.12.2020),Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
5500
62
345950
... More
3004884, 5.1.1(SOR w.e.f 01.12.2020),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
35
5796
202860
... More
3004886, 5.2.1(SOR w.e.f 01.12.2020),"Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and" string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: M-20 Grade Concrete
30
5865
175950
... More
3004893, 5.9.1(SOR w.e.f 01.12.2020),Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
50
190
9530
... More
3004894, 5.9.2.1(SOR w.e.f 01.12.2020),Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel.
300
219
65700
... More
3007291, 19.4.1(SOR w.e.f 01.12.2020),Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly...110 mm diameter OD (min. wall thickness 3.2mm)
20
234
4680
... More
3004792, 2.24(SOR w.e.f 01.12.2020),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.
20
72
1440
... More
3004796, 2.27.1(SOR w.e.f 01.12.2020),Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. With hard muram having CBR 12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)
1200
300
360000
... More
3011174, NSOR NO. 239,Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres.Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance eith requrements of lines, grades and cross sections and transporting suitable earth with all lifts and lead upto 1000m as per relevant clauses of secton-300 of "specifications for road and bridge works."(5th revision)pubished by the Indian Roads Congress April 2013,on behalf of the govt of India,Ministry of Road Transport & Highway (Road Wing)"
351
55
19305
... More
3011179, NSOR NO. 244,Granular Sub base with Graded Material (CBR˃or more )(Table 400-1 & Table 400-2 )Construction of ranular Sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR˃30 spreading in unidform layers with motor grader on prepared surface,mixing by mis in place method with rotavator or plant mix method of OMC, and compacting with vibratory rollers of 80 to 100 KN static weight to achieve the desited density,complete as per Clauses 401 of "Specifications for road and bridges works."(5th revision)pubished by the Indian Roads Congress April 2013,on behalf of the govt of India,Ministry of Road Transport & Highway (Road Wing)"
117
934
109278
... More
3011182, NSOR NO. 246,"Wet Mix Macadam Providing laying,spreading and compacting graded stone aggregate to wet mix macdam specification including premixing the Material by tipper to site laying in uniform layers with paver in sub-base/base coures on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No 400-12 400-13 and as per clause of section 406 of "Specifications for road and bridges works."(5th revision)pubished by the Indian Roads Congress April 2013,on behalf of the govt of India,Ministry of Road Transport & Highway (Road Wing)"
80
1493
119440
... More
3011183, NSOR NO. 247(a),"Construction of Shoulders with approved material selected soil i/c excavation all lifts & leads i/c grading to requered slope & camber and compacting using vibratory roller lof 80 to 100 kN static weight to meet requirement as per relevant clause of 400 of "Specifications for road and bridges works."(5th revision)pubished by the Indian Roads Congress April 2013,on behalf of the govt of India,Ministry of Road Transport & Highway (Road Wing)"
110
186
20460
... More
3005909, 11.72.1 (SOR w.e.f 01.12.2020),Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colourand pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges in 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer'sspecifications and direction of Engineer-in- Charge. 80 mm thick C.C. paver block of M-35 grade
240
656
157440
... More
3011205, NSOR 256,"Cement Concrete Pavement -.Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-30 grade concrete over a prepared sub base with cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved. curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of ""specifications for road and bridge works"" (5th revision) published by the Indian Road Congress April 2013, on behalf of the govt. of India, Ministry of Road Transport & Highway (Road Wing)"
162
5685
920970
... More
3004893, 5.9.1(SOR w.e.f 01.12.2020),Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
72
190
13723.2
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