Madhya Pradesh Power Transmission Company Limited has published Tender For Construction Of 2No. 33 Kv Feeder Bay At 132 Kv S/S Sanawad For State Tourism Development Corporation. Submission Date for this Tender is 18-07-2023. Feeder Pillar Tenders in Sanawad Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 31-May-2023 | 1st date extension | Date | 12-06-2023 |
| 2 | 12-Jun-2023 | 2nd due date extension | Date | 19-06-2023 |
| 3 | 14-Jun-2023 | Change in Tender Title Name | Other | 19-06-2023 |
| 4 | 20-Jun-2023 | 3rd due date extension | Date | 27-06-2023 |
| 5 | 27-Jun-2023 | 4th due date extension | Date | 10-07-2023 |
| 6 | 10-Jul-2023 | 5th due date extension | Date | 18-07-2023 |
| Sl. No. | Item Description |
| 1 | 2.7.3(SOR w.e.f 01.12.2020)Earth work in excavation/ by mechanicalmeans (Hydraulic Excavator)/manualmeansoverareas (exceeding30cm in depth,1.5min 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) |
| 2 | 2.27.1(SOR w.e.f 01.12.2020)Supplying and filling in plinth under floorsincludingwatering ramming consolidatinginlayersnotexceeding 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 exceeding20cmin thicknessand dressing complete. (Note:- maximum thickness ofthislayertobeprovided shall be 30cm) |
| 3 | 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 (overlapsshallbeprovidedasper requirementof IS13920forductiledetaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacerbars (chairs)shallbepaid 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 CouplersforMechanical Splices of Bars for Concrete Reinforcement - Specification")Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 |
| 4 | 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. |
| 5 | 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 andreinforcement- All work up to plinth level : M-20 Grade Concrete |
| 6 | 10.22.1 (SOR w.e.f 01.12.2020)Steelworkweldedinbuiltupsections/ framedworkincluding cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. Instringers,treads,landingsetc. ofstair cases includinguseofchequeredplate wherever required, all complete. |
| 7 | 10.22.2 (SOR w.e.f 01.12.2020)Steelworkweldedinbuiltupsections/ framedworkincluding 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,gatesandsimilar works. |
| 8 | 13.54.3(SOR w.e.f 01.12.2020)Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm. |
| 9 | 1.1.4.1 (SOR w.e.f 01.12.2020)Transportation By Mechanical Transport including loading, unloading and stacking. Excavated rock 1 km |
| 10 | 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 |
| 11 | 4.1.1.3(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 20mm nominal size graded stone aggregate. M-15 - Grade concrete |
| 12 | 6.5.2(SOR w.e.f 01.12.2020)Brickworkwithwellbruntopen bhatta,bricks,crushing strengthnot less than 25kg /cm2 and water absorptionnot morethan20%in foundationandplinthi/ccuringetc complete. Cement Mortar 1:6 (1 cement: 6 sand). |
| 13 | 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) |
| 14 | 10.1 (SOR w.e.f 01.12.2020)Structural steel work in single section fixedwithor withoutconnectingplate includingcutting,hoisting, fixingin positionandapplyingaprimingcoatof approved steel primer all complete. |
| 15 | 2.7.3(SOR w.e.f 01.12.2020)Earth work in excavation/ by mechanicalmeans (Hydraulic Excavator)/manualmeansoverareas (exceeding30cm in depth,1.5min 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) |
| 16 | 4.1.1.3(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 20mm nominal size graded stone aggregate. M-15 - Grade concrete |
| 17 | 1.1.4.1 (SOR w.e.f 01.12.2020)Transportation By Mechanical Transport including loading, unloading and stacking. Excavated rock 1 km |
| 18 | 11.73 (SOR w.e.f 01.12.2020)Providingand layingat or near ground level factorymadekerbstoneofM-25gradecement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement:3sand),including making jointswithor withoutgrooves(thicknessofjointsexceptat sharp curve shall not to more than 5mm), including making drainage opening wherever requiredcompleteetc.asper directionof Engineer-in-charge(lengthoffinished kerb edging shall be measured for payment). (PrecastC.C. kerb stone shall be approved by Engineer-in- Charge). |
| 19 | 7.1.1(SOR w.e.f 01.12.2020)Randomrubblemasonrywith hardstoneinfoundation and plinthincludinglevelingupwith cement concrete 1:6:12 (1 cement :6sand:12gradedstone aggregate20mm nominalsize)at plinth level with : Cement mortar 1:6 (1 cement : 6 sand) |
| 20 | 13.32.2(SOR w.e.f 01.12.2020)Pointing on stone work with cement mortar 1:3 (1 cement: 3 sand). Raised and cut pointing |
| 21 | 11.66 (SOR w.e.f 01.12.2020)Providingandlayingfactorymademachine pressedprecast cementconcreteinterlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness,M-30 gradewithgreycementand pigment all as specified. Madeby block making machine with strong vibratory compaction, laid inrequired colour and patternover andincluding50mmthick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. |
| 22 | 8 NSORSupply,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. |
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