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Tender ID
Tender Value
₹7.2 Cr
EMD Value
₹10.8 L
Closing Date
28 Feb 2026, 4:30 pmClosed
Mangalore Electricity Supply Company Limited
Mr. Shivakumar G V
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor substation to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis.
MESCOM/2025-26/UC/WORK_INDENT402
MESCOM/2025-26/UC/WORK_INDENT402
Open
UG Cable
Two Tender Document System(Two Cover)
MESCOM Superintending Engineer Projects Corporate Office Managaluru
11 documents required · 11 mandatory
Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)
Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)
Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)
Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx)
Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
List of Financial Resources with Certificates
Refer to the clause no. 8.0 of NIT & Volume-I of Bid document for the pre-qualifying requirement of the tender.
₹5,000
₹10.8 L
18 Feb 2026
18 Feb 2026
2 Mar 2026
23 Feb 2026
23 Feb 2026
MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
Bid Enquiry No: MESCOM/2025-26/UC/WORK_INDENT402
Supply of Materials
(Amount in Rs.)
Sl. No Particulars Qnty Unit Unit Rate Total Price
Construction of 33kV Line
1 33 kV 3 Core XLPE UG Cable-400Sq.mm-33 kV 3 Core XLPE UG Insulated Aluminium Cable (ROUND WIRE ARMOUR) Km 11 3485532.00 38340852.00
2 Heat Shrinkable Straight through jointing kits with Aluminum lugs & ferrules- 33 kV 3 Core XLPE UG Cable-400Sq.mm No 44 40519.20 1782844.80
3 Heat Shrinkable outdoor type cable termination kit- 33kV 3 Core XLPE UG Cable-400Sq.mm No 15 14599.20 218988.00
4 Cable Covering Tiles 250x125x40 mm Nos. 36000 10.16 365760.00
5 Artificial/Manufacture Sand Cmt 520 1771.24 921044.80
6 RCC Hume Pipe 2000 mm long 200 mm Dia Nos 240 386.40 92736.00
7 Collars for RCC Hume Pipe 200 mm Dia Nos 240 102.00 24480.00
8 GI Pipe, 150 mm Dia for drain crossing, cable raising etc., Mtrs 190 1838.68 349349.20
9 Route and Joint indicating slab with MS anchor rod Nos 220 132.00 29040.00
10 Supply of MESCOM Board indicating work details (Permanent GI Board size of 24"X18" with GI pipe support with concreting) Nos 10 495.86 4958.60
11 GI Pipe, 150mm dia for drain crossing, cable raising etc., Mtrs 50 1838.68 91934.00
12 a a. Restoration of concrete Road Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work cmt 1000 94.21 94210.00
b b. Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete Cmt 400 2467.44 986976.00
c c. Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing Cmt 400 4879.34 1951736.00
d d. Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) Cmt 600 6718.02 4030812.00
e e. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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. Cmt 300 263.81 79143.00
f f. Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km Cmt 700 130.91 91637.00
13 a Restoration of Tar Road: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work cmt 300 94.21 28263.00
b Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means Grading-II (53 mm to 22.4 mm) Using Screening Crushable type such as Moorum or Gravel cmt 45 2502.14 112596.30
c Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. sqmtr 1000 40.66 40660.00
d Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Tack coat on Bituminous surface sqmtr 1000 11.90 11900.00
e Providing, laying and rolling of close-graded premix surfacingmaterial of 20 mm thickness composed of 11.2 mm to 0.09 mm(Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG- 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. sqmtr 1000 190.41 190410.00
f Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - I : Type A Premix Seal coat. sqmtr 1000 74.38 74380.00
g Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km cmt 300 130.91 39273.00
14 a Restoration of Interlocks: Providing and laying Heavy duty cobble stone 60mmthick interlock pavers, using cement and course sand for mannfacure of blocks of approved size, sharp and colour with a minimum Comperssive strength of 281 Kg per Sqm over 50mm thick sand bed (avearge thickness) and compacting with plate vibrator having 3 tons compation force thereby forcing part of sand underneath to come up in between joints, final copaction of paver surface joints into its level, including cost of materials, labour and HOM of machineries complete as per specifications Per Sqm 3000 1059.17 3177510.00
16 RCC Pole - 9.5 M Long, 300 Kg WL for 33 kV Lines Nos 10 7989.60 79896.00
17 Double pole structure for 33kV set 5 7242.00 36210.00
18 Horizontal X arm for 33kV No 4 2454.00 9816.00
19 Clamp 9.5M RCC Pole for 33kV No 4 118.80 475.20
20 30 kV 10kA Lightning Arrester Normal Duty polymeric Discharge Class -2 No 15 11918.40 178776.00
21 33kV Composite Disc Insulator No 6 530.40 3182.40
22 33kV Polymer Pin Insulator No 25 854.40 21360.00
23 33 kV, 800 A, 25 kA Isolators, double break with manual operating mechanism, with solid core insulator, terminal connector suitable for Al. tube/conductor, marshalling box etc., complete as per technical specification- Upright with Earth Switch (Live Point Height 3750 mm) Set 5 84000.00 420000.00
24 H frame for mounting isolator-GI Nos 5 4296.20 21481.00
25 Earthing materials pipe type for grounding (Single Electrode with accessories) Set 10 1714.72 17147.20
26 Coyote ACSR Conductor Km 0.15 137851.24 20677.69
27 25 x 6 mm GI strip for Earthing Mtrs 100 126.95 12695.00
25 HDPE grade PE80-PN 6.0, 160mmdia HDPE Piepe (colour Red with MESCOM EMBLEM) Rmtr 3000 951.07 2853210.00
Construction of additional 33kV Bay at 220kV SRS Kavoor
A1 Circuit Breaker : SF6 Gas circuit breaker with Semi-Pneumatic / Pneumatic operated / Spring type operating mechanism, including mounting Structures arrangements with rigid, bi-metallic terminal connectors complete suitable for Drake ACSR conductor and mounting structures. 33KV, 2500A, 31.5 KA, SF6 Breaker 220V DC Nos. 1 572400.00 572400.00
A2 Isolators : Isolators including marshalling box and suitable terminal connectors, as required as per technical specification with solid core cylindrical post insulators: 33KV, 1250 A, 25KA Class Double Break With electrically cum manually Operated Isolators with suitable terminal connectors suitable for Drake ACSR with live point height 3750 mm. a) Upright mounting type with electrically cum manually operated with earth switch with electrical operating Box Nos. 1 96000.00 96000.00
b) Upright mounting type without earth switch with electrical operating Box Nos. 2 81600.00 163200.00
A3 Current Transformer : Current Transformer including Marshalling box, Single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for Drake ACSR conductor. 33KV Class, 25 KA, 0.2S Class CT of ratio 400-200-100/1-1-1A for lines Nos 3 42000.00 126000.00
A4 Surge Arresters : Surge Arrestors (Porcelain Housing) Metal Oxide Gapless type, as per Technical Specification with surge counters 30KV , 10KA, Class-III Nos. 3 4800.00 14400.00
A5 33KV line C&R panel -Type 3L, Siutable for single feeder. For 33KV line. Nos. 1 486000.00 486000.00
A6 Station Structures :33kV Side station structure fabricated out of galvanized High Tensile Steel including Bolts and Nuts i) Station towers (verticals 3T1) (0.348 MT) Nos 1 51364.80 51364.80
ii) Station beams (3B1) (0.184 MT) Nos 1 27158.40 27158.40
A7 GI Mounting structure including Bolts & Nuts (Lattice type) i) 33kV Isolators live point height 3750mm (0.24 MT) Nos. 3 35424.00 106272.00
ii) 33kV Current transformers (0.142MT) Nos. 3 20959.20 62877.60
(iii) 33kV Lightening arrestors (0.07MT) Nos. 3 10332.00 30996.00
iv) 33kV Pedestal insulators ( 0.07 MT) Nos 6 10332.00 61992.00
iv) C-Channel for supporting of 3 core 400Sqmm cable (100mmX50mm) and L-channel (45mmX45mm) steps (0.11MT) Nos 2 16236.00 32472.00
A8 INSULATORS: Post Insulators - Cylindrical Solid Core Insulators: For 33 KV Side - 1 Unit / Stack Nos 6 3622.81 21736.86
i). 33kV string Insulator - (90kN disc insulator 3 Nos + (hardware set with D Shackle, ball eye, socket eye and strain clamp complete set ) Nos 6 5491.24 32947.44
ii). 33kV suspension Insulator - (90kN disk insulator 3 Nos + (hardware set with D Shackle, ball eye, socket eye and suspension clamp) Nos 3 4091.90 12275.70
A9 BUS BAR FORMATION: i) Drake ACSR Mtrs 150 383.80 57570.00
A10 i) C-Type wedge connector suitable for Falcon to DRAKE ACSR, 33KV SBUS side Nos 12 9518.68 114224.16
ii). DRAKE to DRAKE for Bus Isolator common point 3No's + 33kV Bus Connection 6No's + Cross bus to Ct drop jump 3No's Nos 12 2285.95 27431.40
iii) Drake CT Paddlle with C-Type Wedge Connector-800A Nos 6 2688.60 16131.60
iv) C Type Wedge connector with four holed Paddle 895Amps suitable for DRAKE ACSR Conductor (Without holes) Nos 18 3163.64 56945.52
V) Post insulator clamp suitable for Single Drake ACSR and 33kV Solid Core Insulator Nos 6 1001.65 6009.90
A11 PVC Insulated Copper Control Cable with lugs/ferrules: 1.1kV class PVC insulated Copper Control Cable with Lugs/Ferrules/ Glands as per technical specifications. i) 19 C x 2.5 Sqmm (From C&R Panel to Bkr & From C&R Panel to 3 GOS's) Mtrs 1000 520.66 520660.00
ii) 10 C x 2.5 Sqmm (From C&R Panel to Bkr) Mtrs 250 310.41 77602.50
iii) 4 C x 6.0 Sqmm (FromCT to MB & MB to C&R panel 2Runs ) Mtrs 500 244.96 122480.00
v) 4C X 2.5 Sqmm (From C&R panel to Breaker DC supply, AC supply to 3 Go's-ACDB TO Gos, ACDB TO Bkr. Mtrs 770 140.83 108439.10
vii) 2CX 2.5 sqmm( From Yardlight To Lighting DB Panel outdoor) Mtrs 150 93.22 13983.00
A12 i). Grounding of equipments by providing Cast Iron Pipe of 100mm ID 13mm thickness, 2.75 metres long with two part clamp made out of 50 X 6 mm GI Flat continiously welded around the CI Pipe , with required amount of salt, charcol and sand or Bentonite clay as per site condition, including excavation charges. Set 3 12686.28 38058.84
A13 New bay integration to existing SCADA panel i) Multi Functional Transducer (MFT) 0.2S class No 1 4834.71 4834.71
ii) Opto Coupler (220 or 110V DC) No 1 1301.16 1301.16
iii) Signal/communication Cables- Armoured copper core with 0.5sqmm cross section multistrand 10 core Mtrs 25 141.82 3545.50
iv) Control cables- copper core with 1.5sqmm cross section multistrand 10core Mtrs 25 153.72 3843.00
v) Knife type TB Nos 16 39.67 634.72
vi) End Plate for knife type TB Nos 4 14.88 59.52
vii) Disconnecting TB Nos 12 79.34 952.08
viii) End Plate for Disconnecting type TB Nos 2 29.75 59.50
A14 Miscellaneous items: 1. Equipments name plates and earthing name plates including fixing at outdoor yard Nos 8 315.37 2522.96
2) Supplying and installation of RUBBER MAT 1mtr x 1mtr -10mm thick. complete including cost of materials, labour, usage charges of machinery complete as per specifications Nos. 2 1884.30 3768.60
3) FRP Telescopic Discharge Rod 16 ft (Comprising of 3 Sticks, Closed Height of 7 Ft and extended Height of 16 Ft.Outer Dia of the stick as followsTop Section: 25 mmMiddle Section: 32 mm Bottom Section: 40 mmWall Thickness: 3 mmTotal Weight: 4 Kgs (Rod: 2,7 Kgs + Earth Cable & Clamp: 1.3 Kgs Tolerannce for Weight/Length/Dia: +/- 5%)). Nos 3 6360.00 19080.00
4 )Rubber Hand gloves 15 kV, SEAMLESS Confirming to ISS (Sample to be verified for seamless before approval) for electrical purpose. Pair 1 1120.66 1120.66
5) Supply& fixing of 150W LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top accessstreet light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with Power consumption. LED Efficiency> 1301m/w, nominal CRI >75. Nos 2 12386.78 24773.56
6) Supplying & fixing 6A miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Typecurve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 Nos 2 411.57 823.14
A15 1 Circuit Breaker (CB) Closing coil with resistor Set 1.00 2975.21 2975.21
2 Tripping coil with resistor Set 1.00 2975.21 2975.21
3 Copper contact finger male & for female (One set consist of 2 female contact and 1 male contact ) Set 1.00 9917.36 9917.36
4 Terminal Connector- Drake CT Paddlle with C-Type Wedge Connector-800A (One set required for one isolator) Set 2.00 2688.60 5377.20
5 Terminal pad with C wedge Connector for breaker and GOS (C Type Wedge connector with four holed Paddle 895Amps suitable for DRAKE ACSR Conductor) (One set required for one isolator) Set 3.00 3163.64 9490.92
1 Relays Panel Spares 220V DC 67/67N directional over current /EF relay No 1.00 49569.92 49569.92
2 Trip circuit supervision relay No 1.00 7996.36 7996.36
3 Master trip relay No 1.00 16765.29 16765.29
4 DC supervision relays No 1.00 7996.36 7996.36
Total - Supply Portion 60,075,287.07
GRAND TOTAL [Inclusive of all applicable taxes, duties, F&I Charges etc.] 72,197,905.56
Note: The percentage quoted in the e-procurement portal for the bid will be uniformly applied on each of the unit rates indicated above for arriving the total quoted cost.
MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
Bid Enquiry No: MESCOM/2025-26/UC/WORK_INDENT402
Erection of Materials
(Amount in Rs.)
Sl. No Particulars Unit Qty Unit Rate Total Price
Construction of 33kV Line
1 Laying of 33 kV 3 Core XLPE UG Cable-400Sq.mm-33 kV 3 Core XLPE UG Insulated Aluminium Cable (ROUND WIRE ARMOUR) Km 11 77703.12 854734.32
2 Making of Heat Shrinkable Straight through jointing kits with Aluminum lugs & ferrules-33 kV 3 Core XLPE UG Cable-400Sq.mm No 44 3350.16 147407.04
3 Making of Heat Shrinkable outdoor type cable termination kit-33 kV 3 Core XLPE UG Cable-400Sq.mm No 15 3125.76 46886.40
4 Laying & Jointing of RCC Hume Pipe 2000 mm long 200 mm Dia Nos 240 75.27 18064.80
5 Laying of GI Pipe, 150 mm Dia for drain crossing, cable raising etc., Mtrs 190 109.56 20816.40
6 Fixing of MESCOM Board indicating work details (Permanent GI Board size of 24"X18" with GI pipe support with concreting) Nos 10 354.55 3545.50
7 UG Cable Surveying: Detailed survey along the route alignment by using Modern Survey equipment like DGPS /Total stations / Digital theodolites / GPS including profiling by using computer aided techniques includes the following: • Drawing the route profile including features like Roads, Railway lines, drains,park, gardens, P&T Lines, Railways crossing etc., • Preparation of cable route profile and final cable route alignment, marking lines and grades. • Leveling of the profile with reference to Survey of India bench marks (MSL). • Line Schedule along the Right of Way. • Soil resistivity along the selected route with measurement at a dist. not exceeding 2 km. • Route marking along the route with GPS Co-ordinates at every 50 m duly marking road/power line/ telecommunication/ railway line crossings. • Making 150 mm dia bore holes for a depth not less than 3 m or refusal strata at every 50 m for soil classification along with GPS Co-ordinates for each bore holesand back filling of bore holes on completion of work. • Burgie details and providing GPS, Co-ordinates at every 50 m, turning points including permanent marks, like poles, telephones lines, buildings etc., • Submission of detailed consolidated final report for surveying work done appending all the reports including all relevant information collected during survey, calibration certificates of the instruments used for the work, photos/videos taken at site and submitting soft copies & hard copy of all documents in 6 sets. • The detailed report shall contain detailed Survey Report/Soil Resistivity Report/Line Schedule/Land schedule/Geo referenced and superimposed on the line corridor. KM 11 17073.82 187812.02
8 Cutting of Road surface for cable trenches and disposing of the excavated earth, as directed including Barricading, Danger Lighting then Refilling the Cable Trenches. a Tar Road m2 500 584.73 292365.00
b.Cement Concrete Road m³ 1000 1176.00 1176000.00
c. Removing the Existing Stone Slabs pavement and stocking the materials for excavating the trench with a lead of 50 Mtr Refixing the stone slab after refilling the trenches as in item 2 Sqmt 3000 157.09 471270.00
9 Cable trench excavation, for HT Ug cable( 1.2mtr Depth) a. Ordinary soil Cmt 3816 285.82 1090689.12
b.soft Rock Cmt 1152 495.27 570551.04
c. Hard Rock Cmt 1152 1106.18 1274319.36
10 Laying of UG Cables by Trenchless Technology (HDD) by adopting Horizontal Boring & Drawing of cable including preparation at site a.Normal soil 5/6'' Bore Rmtr 2000 1116.72 2233440.00
b.Rock soil 5/6'' Bore Rmtr 1000 1785.96 1785960.00
11 Refilling & Consolidation Cmt 5610.02 174.55 979229.06
12 Spreading and forming with sand all round the cable to a depth of 75 mm and width of 500 mm. (Does not include cost of sand). Kms 8 17450.40 139603.20
13 Covering cable with Tiles Kms 8 5136.12 41088.96
14 Laying of GI Pipe, 150mm dia for drain crossing, cable raising etc., Mtrs 50 72.15 3607.50
15 Erection of RCC Pole - 9.5 M Long, 300 Kg WL for 33 kV Lines Nos 10 2683.56 26835.60
16 Pole concreting (without coping)- 9.5 Mtr support (650x500x1850mm) Each 10 4086.55 40865.50
17 Coping for Poles-150 mm around pole for an height of 300 mm for RCC/PSCC Pole (400x400x300 mm) Each 10 340.36 3403.60
18 Base concreting-For 11/9.5/9/8 M Pole (500x650x150 mm) Each 10 340.36 3403.60
19 Double pole structure for 33kV set 5 903.27 4516.35
20 Horizontal X arm for 33kV No 4 300.96 1203.84
21 30 kV 10kA Lightning Arrester Normal Duty polymeric Discharge Class -2 No 15 129.82 1947.30
22 33 kV, 800 A, 25 kA Isolators, double break with manual operating mechanism, with solid core insulator, terminal connector suitable for Al. tube/conductor, marshalling box etc., complete as per technical specification-Upright with Earth Switch (Live Point Height 3750 mm) Set 5 1647.27 8236.35
23 H frame for mounting isolator-GI Nos 5 352.36 1761.80
24 Earthing materials pipe type for grounding (Single Electrode with accessories) Set 10 888.36 8883.60
25 Stringing of Coyote ACSR Conductor Km 0.15 8727.27 1309.09
Construction of additional 33kV Bay at 220kV SRS Kavoor
A1 Circuit Breaker : SF6 Gas circuit breaker with Semi-Pneumatic / Pneumatic operated / Spring type operating mechanism, including mounting Structures arrangements with rigid, bi-metallic terminal connectors complete suitable for Drake ACSR conductor and mounting structures. 33KV, 2500A, 31.5 KA, SF6 Breaker 220V DC Nos. 1 6473.45 6473.45
Testing & Commissioning of Breaker Nos. 1 48259.64 48259.64
A2 Isolators : Isolators including marshalling box and suitable terminal connectors, as required as per technical specification with solid core cylindrical post insulators: 33KV, 1250 A, 25KA Class Double Break With electrically cum manually Operated Isolators with suitable terminal connectors suitable for Drake ACSR with live point height 3750 mm. a) Upright mounting type with electrically cum manually operated with earth switch with electrical operating Box Nos. 1 1438.91 1438.91
b) Upright mounting type without earth switch with electrical operating Box Nos. 2 1438.91 2877.82
Testing & Commissioning of Isolators Nos. 3 208.36 625.08
A3 Current Transformer : Current Transformer including Marshalling box, Single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for Drake ACSR conductor. 33KV Class, 25 KA, 0.2S Class CT of ratio 400-200-100/1-1-1A for lines Set 1 2398.91 2398.91
Testing & Commissioning of Isolators Set 1 16201.09 16201.09
A4 Surge Arresters : Surge Arrestors (Porcelain Housing) Metal Oxide Gapless type, as per Technical Specification with surge counters: 30KV , 10KA, Class-III Nos. 3 363.27 1089.81
A5 33KV line C&R panel -Type 3L [As per annexure RPP7-SAS] Suitable for single feeder: For 33KV line. Nos. 1 4572.00 4572.00
Testing & Commissioning of Panel Nos. 1 67416.00 67416.00
A6 Station Structures :33kV Side station structure fabricated out of galvanized High Tensile Steel including Bolts and Nuts i) Station towers (verticals 3T1) (0.348 MT) Nos. 1 2172.66 2172.66
ii) Station beams (3B1) (0.184 MT) Nos. 1 1148.76 1148.76
A7 GI Mounting structure including Bolts & Nuts (Lattice type) i) 33kV Isolators live point height 3750mm (0.24 MT) Nos. 3 1498.39 4495.17
ii) 33kV Current transformers (0.142MT) Nos. 3 886.55 2659.65
(iii) 33kV Lightening arrestors (0.07MT) Nos. 3 437.03 1311.09
iv) 33kV Pedestal insulators ( 0.07 MT) Nos 6 437.03 2622.18
iv) C-Channel for supporting of 3 core 400Sqmm cable (100mmX50mm) and L-channel (45mmX45mm) steps (0.11MT) Nos 2 686.76 1373.52
A8 INSULATORS: Post Insulators - Cylindrical Solid Core Insulators: For 33 KV Side - 1 Unit / Stack Nos 6 121.09 726.54
A9 BUS BAR FORMATION: Main / Cross bus (all the three phases in a segment of using Drake double conductor with fixing of insulator spacers, levelling of string conductors to the required height above the equipment, including providing jumps to interconnect different segments of main bus. Bay 1 21367.64 21367.64
A10 PVC Insulated Copper Control Cable with lugs/ferrules: 1.1kV class PVC insulated Copper Control Cable with Lugs/ Ferrules/ Glands as per technical specifications. i) 19 C x 2.5 Sqmm (From C&R Panel to Bkr & From C&R Panel to 3 GOS's) Mtrs 1000 16.36 16360.00
ii) 10 C x 2.5 Sqmm (From C&R Panel to Bkr) Mtrs 250 12.00 3000.00
iii) 4 C x 6.0 Sqmm (FromCT to MB & MB to C&R panel 2Runs ) Mtrs 500 16.36 8180.00
v) 4C X 2.5 Sqmm (From C&R panel to Breaker DC supply, AC supply to 3 Go's-ACDB TO Gos, ACDB TO Bkr. Mtrs 770 16.36 12597.20
vii) 2CX 2.5 sqmm( From Yardlight To Lighting DB Panel outdoor) Mtrs 150 16.36 2454.00
i). Grounding of equipments by providing Cast Iron Pipe of 100mm ID 13mm thickness, 2.75 metres long with two part clamp made out of 50 X 6 mm GI Flat continiously welded around the CI Pipe , with required amount of salt, charcol and sand or Bentonite clay as per site condition, including excavation charges. Set 3 3808.36 11425.08
ii). Supplying & providing 450mm dia 450mm height 1.5" to 2" thick hume pipe collar(non pressure type) for earth pits including all leads and lifts etc. Nos 3 1635.27 4905.81
iii). Grounding of equipmenmt with 50X6mm G I Flat and connecting equipment to earth mat/ ground pit. Each point of earthing with all formation works like bending, twisting, drilling of holes and connecting by welding to the earth mat/ground pit/point of earth connection, all the materials supplied by the contractor Rmtr 250 365.45 91362.50
iv).Bimetallic Joints for joining GI flat to existing copper stranded earth mat with clamping and welding/ brazing inclusive of all materials as per the directions of work incharge engineer Nos 16 1636.36 26181.76
A13 1. Equipments name plates and earthing name plates including fixing at outdoor yard Nos 8 90.55 724.40
Total - Erection Portion 11,80,61,77.02
Note: The percentage quoted in the e-procurement portal for the bid will be uniformly applied on each of the unit rates indicated above for arriving the total quoted cost.
MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
Bid Enquiry No: MESCOM/2025-26/UC/WORK_INDENT402
(Amount in Rs.)
Sl. No Particulars Unit Qty Unit Rate Total Price
Construction of additional 33kV Bay at 220kV SRS Kavoor
1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Cum 55.00 326.19 17940.45
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications-Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5.00 6178.92 30894.60
3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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 Cum. 55.00 290.18 15959.90
4 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum. 16.00 6858.59 109737.44
5 Additionalities for Formwork, Centering & Scaffolding-foundation-upto plinth-isolated-8% Cum. 10.00 548.68 5486.80
6 Additionalities for Formwork, Centering & Scaffolding-For cable duct-Cement Concrete Drain Walls Cum. 3.00 2400.55 7201.65
7 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification- All other type of structures Tonne 0.95 86193.36 81883.69
8 Removing & relaying existing jelly-Collection conveying and stacking the selected gravelly soil/Jelly with an lead and lift for available jelly collection and Re-Spreading forming and hand packing graded metal. Cum 28.00 294.54 8247.12
9 Spreading of Stone Dust : Supplying and providing stone dust in the station yard or wherever required including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer-in-charge of works as per the standard procedure Cum 14.00 1825.03 25550.42
10 Jelly Spreading (20-25 mm) : Supplying and providing jelly in the station yard of uniform thickness of 100 mm including the cost of materials, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer- in-charge of works as per the standard procedure. Cum 7.00 1934.20 13539.40
Total - Erection Portion 31,64,41.47
Note: The percentage quoted in the e-procurement portal for the bid will be uniformly applied on each of the unit rates indicated above for arriving the total quoted cost.
MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
Bid Enquiry No: MESCOM/2025-26/UC/WORK_INDENT402
(Amount in Rs.)
Sl. No. Particulars of works Unit Qty Unit Rate with turnkey parameters Total Price
Nos Length Breadth Depth Qty Rate Amount (Excluding Turnkey Parameters)
C1 Site levelling and construction of retaining wall:
1 Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. Cum 2600.00 642.99 167,17,74.00
2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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. (Qty same as Earth work levelling) Cum. 160.00 290.20 46,432.00
3 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 5200.00 123.76 64,35,52.00
C2 ANTI-WEED TREATMENT:
Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm. 2700.00 135.14 36,48,78.00
C3 RETAINING WALL
3 Construction of retaining wall: 1) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and Rmtr 229.31 8098.29 185,70,18.88
2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates and 3)Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) and 4)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 5)Providing and constructing laterite size stone masonry including cost and conveyance of all materials, curing, etc., complete as per directions in CM 1:6 for superstructure and 6)Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification...7)PVC pipes of 75mm dia
[a] Earth work excavation for foundation[ Station boundary 23.55+72+91.84+41.92=229.31]
[b] CC 1:4:8 bed for foundation
[c] SSM in CM 1:6 for foundation
[e] Flush pointing
[f] PVC pipes of 75mm dia
Total 1461969.49
Total SSM qty for foundatuion & basement 229.31
Total amount divided by SSM qty 6375.52 say 6376.00
4 COMPOUND WALL :1)Providing and constructing laterite size stone masonry including cost and conveyance of all materials, curing, etc., complete as per directions in CM 1:6 for superstructure and 6)Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification.2)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. 3)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.4)Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Rmtr 223.31 6407.76 143,09,16.89
(a) Laterite compound wall Total length less Gate i.e 229.31 - 6.00 =223.31
1 223.31 0.23 1.50 77.04 Along station boundry
(c) Plastering 20mm 1:4
(d)Exterior Paint
Quantity is as in C above 1138.88 152.32 173474.35
5 1)Providing and fixing M.S. angle 50x50x5 mm to act as nosing with of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.2)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 3.00 m 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 (2.5mm thick) wire of high tensile strength of 165 kg/mm2 with tape (0.52 mm thick) and weight 43.478 g/m (cost of M.S. angle, C.C. blocks shall be paid separately) 3)Providing and laying in position plain cement concrete for course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Rmtr 223.31 939.89 20,98,86.84
C4 ENTRANCE GATE: No. 1.00 11,77,68.34 11,77,68.34
1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth
2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10)
3) Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
4) Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Sub-structure / Superstructure complete as per Drawing and Technical Specifications
5) Providing and fixing M.S. Gate as per Chief Architect Drawing using 50mmx50mm 14 guage M.S hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mmx6 and 16x16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats at horizontal member and at the top cost iron spikes are provided at alternate vertical members as shown in the drawing etc., All the steel surface should be thoroughly cleaned free of rust and painted with anticorrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges,with lead and lift, loading and unloading charges, etc., complete as per specification inclusive 2 coats enamel paint(SR. 2018-19, I.no 7.37 P.no 45) ( SR 2018-19 is considered)
6)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
[1 Earth work excavation for foundation
2] CC 1:3:6 bed for foundation
5] HYSD steel reinforcement
6] Main and wicket gates
C5 CONTROL ROOM BUILDING:
Design , engineering and construction of Control Room building including necessary treatment to sub soil if necessary depending upon the soil condition including providing internal water supply arrangements, electrification to the control room building, providing sanitary arrangement and internal cable ducts with trays as per approved drawing and specifications directions of engineer in charge including cost of all materials, labour etc., complete. (25.00 x 7.00 m overall dimension includes Gents & ladies toilets & office for Station incharge including battery room, storeroom & rest room] Sqm. 175.00 339,66.84 594,41,97.00
C6 Inspection chambers for out door cable duct
1 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. No. 10.00 6,222.17 62,221.70
Frame and chamber cover MR 10 No. 10.00 2,540.24 25,402.40
[i] PVC pipe - OD 25mm and 10 Kg/sqcm 75 Rmtr. 75.00 32.72 2,454.00
[i] PVC pipe - OD 75mm and 6 Kg/sqcm 80 Rmtr. 95.00 174.97 16,622.15
[i] PVC pipe - OD 160mm and 6 Kg/sqcm 95 Rmtr. 95.00 597.46 56,758.70
Cable Duct: 1) Earth work excavation by manual means for drains,canals, waste weir,, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m 2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates and Rmtr. 45.00 6,561.44 29,52,64.80
3) Providing and construction laterite size stone msonry including cost and conveyance of material curing etc., complete as per specification FOR BASEMENT in C.M. 1:6 and 4)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 6)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
[a] Earth work excavation for foundation
[b] CC 1:4:8 bed for foundation
[c] LSM in CM 1:6
[d] CC 1:3:6 for coping
[e] Plastering in CM 1:4, 20mm thick
C7 ROAD WORKS Rmtr 65.00 14,001.12 91,00,72.80
1)Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of tools, usage of machinery & other appurtenances required to complete the work In Ordinary/Soft rock upto 300 mm depth
2)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per Codes machine mixed, laid in layers not exceeding 150 mm well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates
3)Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications.
4)Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)300 x 250 x 100 mm Kerb Stone
5)Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
6)Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.750 mm dia
1)Earthwork Excavation
3) Interlock pavers75mm
5)enamel painting
Total 628336.80
Per Rmtr 11023.45263
C8 STORM DRAINAGE SYSTEM:
1)Earth work excavation by manual means for drains,canals, waste weir, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m 2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates and
3) Providing and construction laterite size stone msonry including cost and conveyance of material curing etc., complete as per specification FOR BASEMENT in C.M. 1:6 and 4)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 6)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
[i] For road side Rmtr. 184.00 3,670.65 67,53,99.60
[a] Earth work excavation for foundation
[b] CC 1:4:8 bed for foundation
[c] LSM in CM 1:6
[e] Plastering in CM 1:4, 20mm thick
Rate per Rmtr 2889.95
say Rs. 2890.00
[ii] Excluding side wall on one side all along compound wall (with brick masonry) Rmtr. 131.00 2,606.29 34,14,23.99
[a] Earth work excavation for foundation
[b] CC 1:4:8 bed for foundation
[c] LSM in CM 1:6
[e] Plastering in CM 1:4, 20mm thick
C9 CULVERTS ACROSS APPROACH ROAD:
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.750 mm dia Rmtr 10.00 24,194.53 24,19,45.30
[a] Earth work excavation for foundation for hume pipes&wing walls
[b] CC 1:4:8 bed for foundation
[c] RCC M20 for walls and raft
[d] NP3 class Rcc hume pipes
[e] HYSD steel reinforcement
Total 190480.76
Total amount divided by length of Culvert= 19048.07625
say Rs 19049.00
C10 SITE SURFACING (JELLY SPREADING)
Supplying and spreading jelly of 100mm thick with 20/25mm jelly with all lead lift including cost of all materials and labour charges. The jelly used shall be free from dust or organic materials kptcl part2 Cum. 250.00 19,00.10 47,50,25.00
Total 221.62 Say 250
C11 WATER SUPPLY:Borewell,sump tank, Electrification and etc) Job 1.00 68,41,49.50 68,41,49.50
1 1)Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete. 2) Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. 3)Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments.
4)Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge. 5) Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of . Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test.
6) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth. 7)Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. 8) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. 9)Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
10) Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 11) Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. 12)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 13)UPVC pipe IS 16098 SN 4 - 75mm dia 14)UPVC pipe IS 16098 SN 8 - 110mm dia 15) Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm 16) Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendment Size 50 mm
17) Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. 54.1 B118A 15mm dia 18)Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.20 mm nominal bore, 120 mm long, weighing not less than 198 g 19) Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.0.50 HP/0.37kW - 5 STG(stage) 20)5.00 HP/3.7KW 25 STG 21)Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x2.5 m2 22)Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.Size 63 mm 23)Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.
2)steel casing pipe
3) MS casing collars
4)MS casing caps
5)Geophysical investigation
6)Earth work excavation for Foundation
Total 58.65 Cum
7)Refilling available earth
Total 25.65 Cum
9) Solid Concrete blocks of size 400x100x200mm
Total 34.04 Sqm
10)M20 Design Mix
1 1 5.90 3.10 0.15 2.74 Sunp tank bottom
1 2 5.90 0.15 2.3 4.07 Sunp tank Sides
1 2 3.10 0.15 2.3 2.14 Sunp tank Sides
1 1 6.10 3.50 0.15 3.20 Sunp tank top slab
11)TMT Fe 550 & above
12)20 mm cement plaster of mix :1:4
1 1 5.90 3.00 17.70 Sump bottom
30.00 Mis works
Total 120.00 Sqm
13)UPVC pipe IS 16098 SN 4 - 75mm dia
1 2 55.00 40.00 inlet line
1 1 80.00 60.00 Distibution
Total 100.00 mtr
14)UPVC pipe IS 16098 SN 8 - 110mm dia
25.00 Raising main
1 1 50.00 75.00 out let mains
15)gate valve Size 50 mm
16)non-return valve Size 50 mm
18) PTMT Ball cock
Sump well Electrification
19)Single Phase Submersible Pump
20)5.00 HP/3.7KW 25 STG
21)PVC insulated cable of Flat 3 core.1x3x2.5 m2
22) pressure gauge bourdon type .Size 63 mm
23)Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items i
C12 FOUNDATIONS:
1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and 2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates and 3)Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) and
4)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 5)Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 6)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
[b] 8m pole [ yard lighting] No. 8.00 8,563.16 68,505.28
[c] Vertical towers [3 T1] No. 4.00 30,114.57 12,04,58.28
[g] PI supporters No. 3.00 9,661.81 28,985.43
[h] Capacitor bank No. 1.00 38,643.43 38,643.43
[i] Isolator support structure (GOS) Set 3.00 13,395.97 40,187.91
[j] NCT supports No. 1.00 9,661.81 9,661.81
[k] Aux tranformer foundation (k) Nos 1.00 30,048.52 30,048.52
[i] Earth work for foundation
[ii] CC 1:4:8 for foundation
[ii] LSM in CM 1:6 for foundation
[ii] LSM in CM 1:6 for Super structure
[iii] Plastering to concrete1:4 12mm thick
Total rate 23657.70
Foundation structures (a,b,)
[i] Earth work for foundation
[ii] CC 1:3:6 for foundation
[iii] Plastering to concrete1:4 12mm thick
say Rs. 6742.00
Verticle towers [3T1] (c)
[i] Earth work for foundation
[ii] CC 1:4:8 bed
[iii] RCC M20 for foundation
[iv] Plastering to concrete1:4 12mm thick
say Rs. 23710.00
33KV CT , PT , NCT, PI,LA Support structure (d, e, f, g, j)
[i] Earth work for foundation
[ii] CC 1:4:8 bed
[iii] RCC M20 for foundation
[iv] Plastering to concrete
say Rs. 7607.00
Capacitor bank (h)
[i] Earth work for foundation
[ii] CC 1:4:8 bed
[iv] Plastering to concrete
say Rs. 30425.00
Isolator support structure (GOS) (i)
[i] Earth work for foundation
[ii] CC 1:4:8 bed
[iv] Plastering to concrete
say Rs. 10547.00
C13 TRANSFORMER FOUNDATION AND ASSOCIATED RAIL TRACK No. 1.00 28,34,59.24 28,34,59.24
1) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth andand 2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8(M5) Using 40 mm nominal size graded crushed coarse aggregates
3)Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 4)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 5)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications and 6)Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved primer: Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
[i] Earth work for foundation
[ii] CC 1:4:8 bed
[iv] Plastering to concrete
[v] HYSD steel reinforcement
Total 223174.07
C14 SF-6 BREAKER FOUNDATION No. 3.00 61,185.54 18,35,56.62
1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and 2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates
3)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) 4)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 5)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications
[i] Earth work for foundation
[ii] CC 1:4:8 bed
[iv] Plastering to concrete
[v] HYSD steel reinforcement
[vi] MS bolts and nuts L/s 500.00
say Rs. 48173.00
1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and 2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates and 3)Providing and constructing laterite size stone masonry including cost and conveyance of all materials, curing, etc., complete as per directions in CM 1:6 for basement 4)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
5) Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Mix Using 20 mm nominal size graded crushed coarse aggregates 6)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications and 7) chamber cover. 8) Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm 9)Lowering, Laying and Jointing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) for:100mm
[i] Earth work for foundation
[ii] CC 1:4:8 bed
[iv] Plastering to LSM
[v] CC 1:1.5:3 roof slab of tank
[vi] TMT steel reinforcement
[vii] chamber cover 455x610mm [MR] 1 2000.00 2000.00
[ix] gate valve 50mm
say Rs. 84923.00
C16 NP3 PIPES FOR CROSSING ROAD/DRAIN AND POWER AND CONTROL CABLES
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.750 mm dia Rmtr. 30.00 4,543.58 13,63,07.40
C17 Earth work for LAYING OF POWER CABLES
Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m 2) Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete. Rmtr. 250.00 469.94 11,74,85.00
1] Earth work for foundation
2] Sand filling
3] Half cut hume pipes[M.R]
4] Marking slabs[M.R]
1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and 2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates No. 2.00 49,675.70 99,351.40
3) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) 4)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 5)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications 6)Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved primer: Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
[i] Earth work for foundation
[ii] CC 1:4:8 bed
[iii]R CC 1:1.5:3 for foundation
[iv] Plastering to concrete
[v] HYSD steel reinforcement
[vi] MS bolts and nuts L/s 500.00
say Rs. 39111.00
C18 EARTH MAT FORMATION
a) Excavation all type of soil,, refilling ,compaction Cmtr. 1700.00 465.17 79,07,89.00
b) Materials for formation of earth mat as per specification (Providing & laying )
i) Supplying and laying MS Flats of size 75X8 mm welding and applying ACB paint to welded portion and labour for covering with sodium bentonate clay as per drawing, standard specification and consolidation.[with out cost of clay] Rmtr 1947.00 1,070.01 208,33,09.47
ii) Grounding of equipment with GI flats 50x6 mm , connecting eqipment to the earth mat ground pit. Each point of earting with all formaation works like bending twistsing drilling of holes and connecting by welding [ inclussive of all T&P and consumables] to the earth mat/ groundpit/ point of earath connection, all the materials supplied bu the contractor. Rmtr 884.00 287.05 25,37,52.20
iii) providing, excavating & fixing Cast Iron pipes electrode of 100 mm internal dia 13mm thick 2.75 Mtr. Long including cost of RCC collars of 450mm height and 450 mm dia 1.5 to 2.0 inch thick, etc, as per specification. No.s 37.00 13,956.09 51,63,75.33
iv) Providing 25mm dia MS rod 1.05mtrs long earth spokes including heating bending top50mm overlap flattering and making spike edge at one end driving in to the earth below the ground level and welding the rod with ground mat flat. No.s 174.00 387.39 67,405.86
v) Supplying and providing 450mm dia 450mm height 1.5" to 2" thick hume pipe coller [non pressure type] for earath pits including all lead and lifts etc. 450mm dia RCC collars for earth pit No.s 37.00 1,285.36 47,558.32
vi) Deep bores for earth mat work
a) Sinking of bore of 150mm clear dia using flat rigs including fixing of 40mm dia MS rod including jointing the pipe as per KPTCL standard and providing sodium bentonatae treatment in the annular space including transportation of rog and other supporting vhehicals etc complete as per the direction of engineer in charge including cost of MS rod & sodium bentonate. Mtr. 80.00 857.33 68,586.40
b) supplying and laying 40mm dia MS rods Mtr. 80.00 805.26 64,420.80
c) Cost of GI flat for joining two rods by welding to obtain continuous length Joint 20.00 852.25 17,045.00
d) Supplying and laying bentonate clay as directed Kg 20800.00 21.59 44,90,72.00
1 37 45 1665.00 CI pipe 45kg each
1600.00 deep bore
C19 COVERING FOR OPEN DRAINS
1)Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 6)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications Sqm 131.00 4,769.30 62,47,78.30
[i] CC 1:1.5:3 slab 20 cms thick
[ii] TMT steel reinforcement for 10m width
say Rs. 3755.00
C20 BAFFLE WALL: 1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth. 2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates and 3) Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
4) Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. 5)Providing and constructing laterite size stone masonry including cost and conveyance of all materials, curing, etc., complete as per directions in CM 1:6 for superstructure 6) Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge 7) Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Rmtr 5.00 27,777.54 13,88,87.70
[i] Earth work for foundation
ii] cc1:4:8 bed
[iii] cc1:1.5:3 footing column and beam
[v] laterite size stone masonry
[vi] Plastering 20mm 1:4
Total Amount per 5Rmtr 109348.87
For 1Rmtr 21869.77 Say Rs. 21870.00
1 Providing and commissioning of CI pipe earthing with 50*6 GI flat thoroughly welded connecting to RTU and V-sat equipments and integrating it with earth mat with all material and accessories
1a G.I Flats 50x6 mm for earth connection (Grounding of equipments to the earthmat ground pit including all connected works with all materials. Rmtr 30.00 287.05 8,611.50
1 b Grounding of equipments by providing cast iron pipe of 100mm, ID 13mm thicknes, 2.75 Mtr long with 2 part clamp out of GI Flat 50x6mm continuously welded all around round the pipe using CI welding electrodes as per drawing including the cost of excavation (all materials to be supplied by the contractor) Nos 1.00 13,956.09 13,956.09
1 c Supplying and Fixing 450mm dia 450mm height 1.5" to 2" thick hume pipe collar (non pressure type) for earth pits including all lead and lifts etc., Nos 1.00 1,285.36 1,285.36
1d a)Sodium Bentonite clay: Kgs 45.00 21.59 971.55
1e b) Common salt MR Kgs 45.00 19.05 857.25
Total - Civil Portion 22,73,30,23.88
Note: The percentage quoted in the e-procurement portal for the bid will be uniformly applied on each of the unit rates indicated above for arriving the total quoted cost.
BID PROPOSAL SHEETS
Bidder’s proposal Reference No. and date
Bidder’s name and Address
Person to be contacted
SUPERINTENDING ENGINEER (ELE) (PROJECTS),
CORPORATE OFFICE,
MESCOM, 2nd FLOOR, MESCOM BHAVANA
BEJAI, MANGALURU – 575 004
Sub: Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
1.0 We, the undersigned bidder, having read examined in detail the specifications and all the bidding documents of the said 33kV line work and hereby propose to do erection, testing and commissioning of the line work including design, whenever specified, engineering, manufacture, testing, supply on FOR/FOB as applicable site basis as applicable and commissioning of the various line equipments, equipment support structures etc., as detailed in the specifications and documents.
2 PRICE AND VALIDITY:
2.1 All ex-works price components and spares, maintenance and testing equipments and other charges viz. Freight & Insurance and other charges stated in our proposal shall be firm. All the prices and other terms and conditions of this proposal are valid during the performance of the contract. We further declare that prices stated in our proposal are in accordance with your “Instructions to Bidders” included in the Volume – I of Bid documents. All the prices and other terms and conditions of this proposal are valid for a period of One Hundred and Eighty Days (180) from the opening of bid.
2.2 We do hereby confirm that our bid prices as quoted in the e-portal include all the import duties and levies applicable on bought out components, materials, equipment and other items and confirm that any such taxes, duties and levies additionally payable shall be to our account. We further understand that no taxes in any form shall be payable by the owner for bought out items, which are dispatched by our sub-suppliers directly to project site as sale-in-transit basis.
2.3 All applicable taxes on the transaction between the owner and ourselves shall be to Owner’s account. These are included in our bid price quoted in the price bid template provisioned in the e-portal.
2.4 The bid prices, the price components of the various items, price components of Mandatory spares are considered while quoting percentage in the price bid template provisioned in the e-portal.
3 CONSTRUCTION OF THE CONTRACT
We, declare that we are making the offer on the basis of a divisible supply-cum-erection contract on single source responsibility basis. The supply portion of the contract will relate to supply of equipment/material on ex-works basis and the erection portion of the contract will relate to transportation, storage, erection, testing and commissioning of equipment/ material etc as defined in Bid documents. However, we will have no objection in case owner decides to split the above mentioned package into three separate contracts, one contract for supply of all equipments on ex-works basis, second contract for all services such as transportation, insurance, handling at site storage, installation of the equipment/material as defined in bid documents and the third portion as Civil Engineering works including formation of cable duct, equipment foundation etc.We declare that the award of three contracts our responsibility for successful operation of the equipment as per bid documents and that both the contracts will have a cross fall breach clause viz. that a breach in one contract will automatically be classified as breach for the other contract which will confer on the owner the right to terminate the other contract at our risk and cost.
4 We have studied Clause – 13.0 of Section ITB, Volume– I relating to Tax and hereby declare that if any additional corporate tax is attracted under the law, we agree to pay the same.
5 BID GUARANTEE (EMD)
We have enclosed a Bid Guarantee, as detailed below,in the form of in original and one copy of the original valid for a period of six (6) calendar months from the date of opening of bids in accordance with bid documents and complete in respect of the following:
Payment Mode Transaction details Reference No. Amount in Rs.
a Value of Non-judicial stamp paper purchased in the name of executing bank is as per stamp act.
b Power of attorney no. and date as well as signature and full name & Designation of executants along with bank stamp are there.
c Signature, full name, designation and address of witness are there.
d Complete mailing address of the Head Office of the Bank is indicated.
i We declare that all the works shall be performed strictly in accordance with the technical specifications and other bid documents except for the variations and deviations, all of which have been detailed out exhaustively in the following schedules, irrespective of whatever has been stated to the contrary any where else in our proposal.
A. Commercial Deviation Schedule, Schedule-5.
B. Technical Deviation Schedule, Schedule-6.
ii We further confirm that Specified Stipulation of following Clauses are acceptable to us and No Deviation / Exceptions are taken on any account whatsoever in the following Clauses.
a) Terms of Payment Clause No. 11.0 of Section - I, IFB, Volume – I.
b) Bid security Clause No. 6.0 of Section - I, IFB & 19.0 of Section - II, ITB, Volume – I.
c) Contract Performance Guarantee Clause No. 36.0 of Section - II, ITB, Volume – I.
d) Penalty for delay in works Clause No. 12.0 of Section - I, IFB & 14.0 of Section - III, General Terms & Conditions of Contract, Volume – I.
e) Price basis, Currencies and payment Clause No.12.0 of Section - II, ITB, Volume–I
f) Guarantee Clause No. 15.0 of Section - III, Conditions of Contract, Volume – I.
iii Further, we agree that additional conditions if any, found in the proposed documents, other than those stated in Deviation Schedules, save that pertaining to any rebates offered, shall not be given effect to.
7 PERFORMANCE GUARANTEES:
We declare that the ratings and performance figures of the equipment to be furnished and erected by us are guaranteed.
8 BID PRICING :
We further declare, that the prices stated in our proposal are in accordance with your “Instructions to Bidders” included in Volume – I of the Bid Documents.
9 PRICE ADJUSTMENT: VOID
10 ADDITIONAL INFORMATION
We confirm that any additional information does not imply any additional deviation beyond those covered in Schedule-5 & 6 and in case of any contradiction between these additional information and other provisions of Bid, the latter will prevail.
11 QUALIFICATION DATA:
We confirm having submitted the qualification data in duplicate copies, as required by you in your ‘Instructions to Bidders’, Volume – I, in a separate envelope along with this proposal. Further, we have filled in the information for qualification requirements as listed in Schedule-9. In case you require any further information in this regard, we agree to furnish the same in time to your satisfaction.
12 WORK SCHEDULE:
If this proposal is accepted by you, we agree to submit engineering data, provide services and complete the entire works from time to time, in accordance with Schedules indicated in the proposal. We fully understand that the time schedule stipulated in the proposal is the essence of the Contract, if awarded.
13 CONTRACT PERFORMANCE SECURITY
We further, agree that if our proposal is accepted we shall provide an irrevocable Contract Performance Guarantee, of value equivalent to five percent (5%) of the contract price valid up to the end of ninety (90)
days after the end of the Contract warranty period in the form of
(Please specify the form of security) in your favour within thirty (30) days from the date of issue of LOI and enter into a formal contract agreement with you within fifteen (15) days from the date of acceptance of Letter of Intent of Contract.
We declare that our lumpsum price for the entire scope of the work as specified in the specifications and documents and shall be as indicated in the price bid template provisioned in the e-portal.
15 We hereby, declare that only the persons or firms interested in this proposal a principal or principals are named herein and that no persons or firms other than those herein mentioned have any interest in this proposal or in the contract to be entered into, if we are awarded the Contract and that this proposal is made without any connection with any other person, firm or party likewise submitting a proposal is in all respects for and in good faith, without collusion or fraud.
Date this day of
Thanking you, we remain,
Date : Signature
Place: Printed Name
MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
Bid Enquiry No. MESCOM/2025-26/UC/WORK_INDENT402
Bidder’ s Name and Address: Please fill only in blue cells
SUPERINTENDING ENGINEER (ELE) (PROJECTS),
CORPORATE OFFICE, MESCOM,
2nd FLOOR, MESCOM BHAVANA,
BEJAI, MANGALURU – 575 004
Email: [email protected]
We Declare that the ratings and performance figures of the UG Cables furnished by us under the Turnkey Package are Guaranteed. We further declare that in the event of any deficiencies in meeting the guarantees in repect of the characteristics mentioned below as established after conducting the factory / site test, you may at your discretion, reject or accept the equipment/material after assessing the liquidated damages as specified in relevant clause of Bid Document.
Sl. No. Size of the Cable Guaranteed Losses per Km [Refer clause No. 16.2 (Guaranteed Loss) of SCC, Volume I]
Total 3 Phase Dielectric Loss at rated voltage and rated current Total 3 Phase Conductor Loss at rated voltage and rated current. Other losses due to reinforcement Total Losses at rated voltage & rated current
One Circuit alive kW/km Both Circuits alive kW/km One Circuit alive kW/km Both Circuits alive kW/km One Circuit alive kW/km Both Circuits alive kW/km One Circuit alive kW/km Both Circuits alive kW/km
1 33 kV, 3 Core, XLPE UG Insulated Aluminium Cable (ROUND WIRE ARMOUR) - 33kV, 3 Core XLPE UG Cable - 400 Sqmm
Date: Signature
Place: Printed Name
MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
Bid Enquiry No. MESCOM/2025-26/UC/WORK_INDENT402
(Commercial Deviation)
Bidder’ s Name and Address: Please fill only in blue cells
SUPERINTENDING ENGINEER (ELE) (PROJECTS),
CORPORATE OFFICE, MESCOM,
2nd FLOOR, MESCOM BHAVANA,
BEJAI, MANGALURU – 575 004
Dear Sir, Email: [email protected]
The following are the commercial deviations and variations from and exceptions to the specifications and documents for
These deviations and variations are exhaustive. Except these deviations and variations, the entire work shall be performed as per your specifications and documents.
Sl. No. Vol/Section Clause No. Page No: As specified in the specification Commercial Deviation and Variations to the specification
NOTE : Continuation sheets of like size and format may be used as per Bidder's requirement and shall be annexed to this schedule.
Place Printed Name
MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
(Technical Deviation)
Bid Enquiry No. MESCOM/2025-26/UC/WORK_INDENT402
Bidder’ s Name and Address: Please fill only in blue cells
SUPERINTENDING ENGINEER (ELE) (PROJECTS),
CORPORATE OFFICE, MESCOM,
2nd FLOOR, MESCOM BHAVANA,
BEJAI, MANGALURU – 575 004
PHONE :0824-2885796 Email: [email protected]
The following are the Technical deviations and variations from and exceptions to the specifications and documents for
These deviations and variations are exhaustive. Except these deviations and variations, the entire work shall be performed as per your specifications and documents.
Sl. No. Vol./Section Clause / Page No: As per specified in the specification Technical Deviation and variations to the specification
Place Printed Name
NOTE : 1) Continuation sheets of like size and format may be used as per Bidder’s requirement and shall be annexed to this schedule. 2) The deviations and variations, if any, shall be brought out separately for each equipment and are to be submitted in five copies
Schedule - 10 (iii)
MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
Bid Enquiry No. MESCOM/2025-26/UC/WORK_INDENT402
Please fill only in blue cells
Bidder’ s Name and Address:
SUPERINTENDING ENGINEER (ELE) (PROJECTS),
CORPORATE OFFICE, MESCOM,
2nd FLOOR, MESCOM BHAVANA,
BEJAI, MANGALURU – 575 004
Email: [email protected]
We propose the following deployments of manpower for this package
Sl.No. Catergory Month after placement of the Award letter
1 Project Manager
2 Sr. Project Engr/Engr
5 Skilled Labour
6 Unskilled Labour
Date: Signature
Place Printed Name
Note : Continuation sheets of like size and format may be used as per Bidder’s requirement and shall be annexed to this schedule.
MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
Bid Enquiry No. MESCOM/2025-26/UC/WORK_INDENT402
(Guarantee Declaration)
Bidder’ s Name and Address: Please fill only in blue cells
SUPERINTENDING ENGINEER (ELE) (PROJECTS),
CORPORATE OFFICE, MESCOM,
2nd FLOOR, MESCOM BHAVANA,
BEJAI, MANGALURU – 575 004
Email: [email protected]
Dear sirs, We declare that the rating and performance figures of the equipment furnished by us against this bid enquiry are guaranteed. We also declare that in the event of any deficiencies in meeting the guarantees in respect of the characteristics as established after conducting the performance test, you may at your discretion reject the equipment, in which case we shall replace the same with equipment as per specification and meeting the guarantee, free of charge and within a reasonable time, to be mutually agrees.
Place Printed Name
Mangalore Electricity Supply Company Limited
Construction of 33kV link line using single run UG cable from existing 220/110/33/11kV SRS Kavoor to existing 33/11kV Urwa market GI substation for a distance of 11kms to create an alternative source of supply to 33/11kV Mannagudda, Kudroli & Urwa market Substations in Mannagudda Subdivision of Mangalore Division on Total Turnkey Basis
Bid Enquiry No. MESCOM/2025-26/UC/WORK_INDENT402
Bidder’ s Name and Address: Please fill only in blue cell
SUPERINTENDING ENGINEER (ELE) (PROJECTS),
CORPORATE OFFICE, MESCOM,
2nd FLOOR, MESCOM BHAVANA,
BEJAI, MANGALURU – 575 004
Email: [email protected]
Guaranteed Technical Particulars for " UG Cable "
Sl. No. PARTICULARS Details
2 Type (Cable code)
3 Applicable Standard
4 Voltage Grade
5 Cross section mm²
6 Lay up of conductor
a) Conductor diameter, bare conductor, nominal mm
b) Inner semi-conductive layer, thickness, nominal mm
7 Inner PE covering, thickness, nominal mm
a) Outer UV-resist. HDPE-covering, thickness, nominal mm
b) Diameter over covering, min - max mm
c) Weight, nominal kg/km
8 Rated operating voltage kV
a) DC-resistance at 20 oC, maximum Ohm/km
b) Resistance temp. coefficient /°C
c) Reactance, estimated value ohm/km
9 Per phase capacitance, estimated value nF/km
a) Phase earth capacitance, estimated value nF/km
b) Inductance, phase distance 0,3 m mH/km
c) Lightening impulse withstand strength of XL PE layer kV
d) Continuously Operating temperature, maximum °C
10 Short time Operating temperature, maximum °C
a) Max load (IEC 61597), conductor temp 80 oC, ambient temp. 35oC, wind speed 1,0 m/s and Intensity of Solar radiation 1000 W/m² A
b) Max short circuit current, 1 sec kA
c) Tensile strength of conductor, minimum kN
d) Aluminium alloy
e) Linear expansion coefficient /°C
f) Permissible elongation, creep %
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5 Bill of Quantities Kavoor to Urwa Call2.xlsx
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2 Vol 1- 33kV Kavoor to Urwa call2.docx
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