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| 1 | Civil works for construction of 220kV voltage X-mer, 132kV voltage X-mer , soak pit and oil tank etc. |
| 2 | 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 |
| 3 | 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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock |
| 4 | 2.7.3, 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) |
| 5 | 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 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate |
| 6 | 4.1.2.1, 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-15 - Grade concrete.... |
| 7 | 4.1.1.3,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 |
| 8 | 5.16.6, 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 |
| 9 | 5.16.1, \\"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 detalingIS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (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 | 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 | 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level |
| 12 | 5.9.2.1, 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. |
| 13 | 5.9.3, Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform. |
| 14 | 2.9.2, Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 15 | 2.10 , Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). |
| 16 | 10.22.2, 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. |
| 17 | 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. |
| 18 | 1.2.2 , Transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. Earth |
| 19 | 1.2.4, Transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. Excavated rock |
| 20 | 5.9.5, Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, girders, bressumers and cantilevers |
| 21 | 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. |
| 22 | 13.66.2, Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats. |
| 23 | 13.59.3, Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work : 150 mm diameter pipes |
| 24 | 13.50, Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 25 | 13.4.1, 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 sand) |
| 26 | 13.5.1, \\"15 mm cement plaster on rough side of single or half brick wall finished with a.floating coat of neat cement of mix..1:3 (1 cement : 3 sand)\\" |
| 27 | 39.1.2 Supplying & installation of required capacity of single phase, 50 Hz, 220V, deep well submersible pump stainless steel body, as per IS of approved make, suitable for 4\\"/6 \\" tube well with control panel starter suitable for submersible pump with dry run protection, connections, including clamp, bore cap etc. as required as per specifications but excluding pipe, SS/Nylon wire rope and connection cable. 1 HP with 7-8 stages, head metre 61-18, discharge LPM 25-90 |
| 28 | 6.1.1.1, Point wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid steel conduit ISI marked of suitable size including painting etc. with 20/16 Amp. F.T. switch &socket/S.S. combined 20/16/6 amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :- On separate board Short point. ( Using flush type normal accessories) |
| 29 | 6.1.1.2, Point wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid steel conduit ISI marked of suitable size including painting etc. with 20/16 Amp. F.T. switch &socket/S.S. combined 20/16/6 amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :- On separate board Medium point. ( Using flush type normal accessories) |
| 30 | 6.1.1.3, Point wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid steel conduit ISI marked of suitable size including painting etc. with 20/16 Amp. F.T. switch &socket/S.S. combined 20/16/6 amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :- On separate board Long point. ( Using flush type normal accessories) |
| 31 | 6.1.1.4, Point wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid steel conduit ISI marked of suitable size including painting etc. with 20/16 Amp. F.T. switch &socket/S.S. combined 20/16/6 amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :- On separate board Extra long - I ( Using flush type normal accessories) |
| 32 | 27.8.1.2, , Supply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- Single pole MCB SP 6Amp to 32Amp 10kA rating |
| 33 | 15.13, Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 34 | 116 NSOR, , \\"Supply and fixing in position best India make brass plated 150 mm dia. gate valve with Iron Wheel heads etc. complete in all respects including cost of all material, labour, transportation upto site, T&P etc., all complete, as per direction of Engineer-in-charge (Base rate Rs 10650/- each)\\" |
| 35 | 114 NSOR, \\"Providing and fixing in position 150 mm diameter GI pipe (Medium Grade) conforming to IS 1239 Part I (latest revision) having thickness 4.8 mm, including all fitting such as sockets, bends, elbows, tees, union etc., as per site requirements, including transportation upto site, cost of all labour, material, tools & plants, all incidentals etc., required to complete the job, as per direction of Engineer-in-Charge etc.(Excavation & back-filling of the trenches shall be paid seperately. (Base rate Rs 1350/- per Rmt.)\\" |
| 36 | 8 NSOR, Supply,stacking and spreading of 40 mm 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. |
| 37 | 11.72.2 , 3005910, 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's specifications and direction of Engineer-in- Charge. 60 mm thick C.C. paver block of M-35 grade |
| 38 | 15.13, Taking out existing CC interlocking paver blocks from footpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 39 | 14.60, 3006370, Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with sand etc all complete as per direction of Engineer-in-charge. (old CC paver blocks shall be supplied by the department free of cost). |
| 40 | 16 NSOR, Labour only for fixing bolts of any length i/c weight of nuts & washers , etc. complete as per direction of Engineer in charge. |
| 41 | 285 NSOR, \\"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. \\" |
| 42 | 39c NSOR,, \\"Providing and laying in position Reinforced Cement Concrete NP 3 class / prestressed concrete hume pipe for culverts on first class bedding of granular material in single or double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete & masonary works in headwalls , parapets, abutments, etc. but including cost of pipes, collars, cement mortar for jointing , placing in position, labour, transportation, etc complete as per direction of Engineer-in-charge..(d) Pipe Diameter 1200mm\\" |
| 43 | 37 NSOR,, \\"Providing & Fixing in position LDPE Film of 150 micron (0.15 mm ) , ISI mark- 2508 (Grade 231) , including heat sealed joints at ends as per IS 9698 including cost of all material, labour, T&P, taxes, transportationetc. complete as directed by Engineer in charge |
| 44 | 15.53, Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. |
| 45 | 15.3, Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in.Charg |
| 46 | 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. Please Enable Macros to View BoQ information |
