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| 1 | Civil Works pertaining to white/colour washing i/c minor R&M etc. |
| 2 | 3006375,14.64(SOR w.e.f 01.12.2020),Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge. |
| 3 | 3006376,14.65(SOR w.e.f 01.12.2020),Providing and casting & repairing of excessively damaged members with micro-concrete at all levels with all leads & lift or as directed including formwork, centerting, scaffolding, and mixing, laying, levelling, and finishing including curing etc. complete (excluding steel reinforcement) |
| 4 | 3007534,22.22(SOR w.e.f 01.12.2020),\"Water proofing treatment over Roof, Wall, Chajjas Balcony with fibre glass mesh and Sealer coat at leakage/ seepage area consisting of (i) Surface preparation roughening of surface, opening cracks in ‘V’ groove in size of 5mmX10mm (WXD), filling of cracks with putty with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/Nylon brush. Removing all dust particles and washing with adequate water to clean completely.(ii) Providing and applying 1st coat of fibre glass mesh (minimum thicknes 70-80 micron) and two component flexible waterproof and protective modified mortar, dry powder 80% chemical 20% acrylic resin having 30% solid contents) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10X10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coating to air cure for minimum 2 hrs. Consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. (After two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat).(iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component Hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65%) and allow it to air cure for 4Hrs. minimum. After two hours minimum of 1st coat applying 2nd and finals coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs mimimum. Consumption of Sealer coat should be @ 5.40 kg per 10 sqm area.(iv) The treated area should be cure with water for 48 hrs. by flooding the surface.(v) The final appearance of the coating will be milky white. All above operations to be done in order. (five years guarantee)\" |
| 5 | 3007541,22.29(SOR w.e.f 01.12.2020),Providing and applying waterproofing & Heat reflecting roof coating with 100% acrylic elastomeric polymers. Contains 30% Volume solid, tensile strength 8 kg/cm², crack bridging, VOC 30 ± 5 gm/ltr upto 2 mm. then applying two coats with forced coverage of 20 sqft/ltr/two coats. The operation shall be carried out after scrapping & propely clening the surface to remove loose particles with wire brush/Jet washer. Apply 1 coat @1 ltr/10 sqm & 3 undiluted coats @ 8 ltr/10 sqm with 4 hrs interval of each coat.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. |
| 6 | 3007542,22.30(SOR w.e.f 01.12.2020),Providing & applying crack fill paste for crack filling up to 5 mm cracks.Widen the crack by putty knife in V/U shape & apply 1st priming coat of crack fill paste diluted with water in 1:1 proportion over the crack by brush. Apply 2nd coat with filling of crack fill paste when the surface is tacky but not dried completely with putty knife & spatula.After 4 hours of application 2nd coat apply 3rd coat of Crack fill paste. The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer-in-Charge |
| 7 | 3006425,14.83.3(SOR w.e.f 01.12.2020), Providing andinjectingapproved grout in proportion recommended by the manufacturerinto cracks/honey-combarea of concrete/masonry by suitable gun/pumpatrequired pressure includingcuttingofnipplesafter curingetc. completeasper directionsofEngineer-in-Charge. (The paymentshallbemadeon the basis of actual weight of approved grout injected.):Epoxyinjection grout in concrete/RCC workofapproved make |
| 8 | 3006415,14.80.3,Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of ement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2--12 mm average thickness |
| 9 | ,,3007524 ,22.14.1,Grading roof for receiving water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) |
| 10 | 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) |
| 11 | 3006149,13.3.2(SOR w.e.f 01.12.2020),20 mm cement plaster of mix : 1:6 (1 cement : 6 sand) |
| 12 | 3006156,13.8(SOR w.e.f 01.12.2020),6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) |
| 13 | 3006157,13.9(SOR w.e.f 01.12.2020),6 mm cement plaster 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 14 | 3006158,13.10(SOR w.e.f 01.12.2020),Neat cement punning |
| 15 | 3006034,12.32.2(SOR w.e.f 01.12.2020),Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter (minimum wall thickness 2.2mm) |
| 16 | 3006051,12.37.1(SOR w.e.f 01.12.2020),Providing and fixing 100 mm/110 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 sand) Stone ware spout |
| 17 | 3006322,SOR 14.27,Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 18 | 3006206,SOR 13.41,Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. |
| 19 | 3006337,SOR 14.36,Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work. |
| 20 | 3006338,SOR 14.37,Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. |
| 21 | 3006357,SOR 14.52.1,Finishing walls with Premium Acrylic Smooth exterior paint….Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. |
| 22 | 3006340,SOR 14.39,Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. |
| 23 | 3006352,SOR 14.49.2,Finishing walls with water proofing cement paint of required shade…..Old work (one or more coats @2.20 kg/10 sqm) complete |
| 24 | 3006279,SOR 14.1,Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). |
| 25 | 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. |
