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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹1.9 Craccepted-aoc | ₹1.9 Cr | accepted-aoc |
Tender Value
₹1.9 Cr
EMD Value
₹2.8 L
Closing Date
5 Mar 2026, 9:30 pmClosed
Cauvery Neeravari Nigam Limited
Mahesh V R
Construction of Sri Honganuramma temple at Vaddarahalli Reh. village in Holenarsipura taluk, Improvements to CC road and CC drain of Vaddarahally Reh. C N K road to Kodihally village in Holenarasipura taluk and Construction of CC road and drain, balance roads in Vaddarahally SC colony in Holenarasipura taluk
CNNL/2025-26/RD/WORK_INDENT4269
CNNL/2025-26/RD/WORK_INDENT4269
Open
Roads
Two Tender Document System(Two Cover)
CNNL HRBC Div HN Pura
12 documents required · 12 mandatory
List of existing commitments and ongoing works
List of works for which tenders already submitted
List of Financial Resources with Certificates
The intending bidder satisfactorily completed (at least 90% of the contract value), as a prime contractor, at least one similar works costing not less than Rs.92.85 Lakhs (usually not less than 50% estimated value of contract) in any one financial year from 2020-21 to 2024-25 preceding 5 years. An additional weightage of 10% each year will be added to the cost of the work done to bring it to the 2025-26 price level. Certificate should be obtained from the officer not below the rank of Executive Engineer and countersigned by an officer not below the rank of SE or equivalent
Each bidder/firm/company/ should have executed in any one financial year of the last five financial years (2020-21 to 2024-25) the following minimum quantities of work. 1.All types of Cement Concrete 1087.88 Cum 2. All types of Steel 10.87 Tonne, 3. Ashlar Masonry 33.44 Cum 4. Granular Sub-Base 474.88 Cum, 5. Wet mix macadam-350.88 Cum
The intending bidder should furnish the certificate of registration issued by Class II and above of KPWD any State/Central/ Public Sector Organizations.
GST Registration Certificate with recent paid challans
Copy of income tax returns filed for last five financial years from 2020-21 to 2024-25 preceding 5 years
Employees Provident Fund Registration certificate with recent paid challans
Employee State Insurance Corporation Registration Certificate with recent paid challans
Banker Details for reference
List of key technical personnel required for the work is as under-LIST OF MINIMUM TECHNICAL AND NON-TECHNICAL PERSONNELS REQUIRED FOR EXECUTION 1.Civil Engineer - BE Civil with Minimum 5 Years experience - 1 Nos., 2.Diploma in Civil Engineering - 5 Years Experience 1 Nos
Assessed available tender capacity-AxNx1.5-B. where. A-Maximum value of civil engineering works executed in any one year during the last five years i.e 2020-21 to 2024-25 (updated to 2025-26 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited. B-Value, at 2025-26 price level, of existing commitments and on going works to be completed during the next years
Reports on the financial standing of the tenderer such as profit and loss statements and auditor reports for the last five years
The intending bidder/firm/company should furnish details of ownership of Machineries/Equipment etc., to an extent of more than 50% of the requirement and also should furnish copies of lease agreement of hiring of Machineries/ Equipment etc., to be deployed for this work. Sl No-Description-Total-Own-Lease/Hire 1.Excavator-02 Nos-01 No-01No, 2.Tippers 10wheelers/6 wheelers-02 Nos-01No-01 No, 3.Azax-02Nos-01 Nos-1 Nos, 4.Water tankers-02 Nos-01-Nos-1 Nos, 5.Compactor-1 Nos-01 Nos, 6.Grader-1 Nos-01-Nos
The intending bidder should have (in the last five years i.e. from 2020-21 to 2024-25 preceding 5 years) achieved in at least two financial years a minimum financial turnover of Rs.371.41 lakhs (Usually not less than two times the estimated annual payment under this contract). Audited profit and loss account balance sheet certified by the chartered accountant along with the turnover certificate for the above-indicated years along with IT returns filed for the said years all to be uploaded with the technical bid. An Additional weightage of 10% for each year will be added to bring it to the 2025-26 price level.
The intending bidder/firm/company shall furnish details of liquid assets availability or credit facilities of not less than 30% to the cost put to tender or three months estimated cash flow in peak construction period whichever is higher (Rs.55.71 Lakhs) for meeting the required funds in the form of credit lines/ letter of credit/ certificate from any Nationalized Banks/ Scheduled Scheduled Bank, in the prescribed format as per circular dated 22.08.2022. (Format Enclosed)
₹4,650
₹2.8 L
5 Mar 2026
25 Feb 2026
7 Mar 2026
4 Mar 2026
27 Feb 2026
CNNL/2025-26/RD/WORK_INDENT4269
Name of work:- Construction of Sri Honganuramma temple at Vaddarahalli Reh. village in Holenarsipura taluk, Improvements to CC road and CC drain of Vaddarahally Reh. C N K road to Kodihally village in Holenarasipura taluk and Construction of CC road and drain, balance roads in Vaddarahally SC colony in Holenarasipura taluk
SL. No. Item Name Unit Approved Prime
Quantity Rate Total 80% of Quantity Amount
code01 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 1746.15
code02 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area -In cement mortar Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 1080.45
code03 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area -In cement mortar Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 1768.2
code04 Earth work in surface excavation by mechanical means for lowering & levelingthe 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. In all kinds of soils upto 300 mm depth. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 98.175
code05 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 all kinds of soils Depth upto 3 m Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 107.1
code06 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, charges of machinery, Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 60.66
code07 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 2816.19
code08 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 techanical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 5947.2
code09 Providing Size Stone masonry with hard stone in foundation & plinth withCement mortar 1:6 Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 6708.45
code10 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 10.28
code11 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. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 279.3
code12 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 specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Tonne 0.86
code13 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.(h) All other type of structures Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Tonne 13.59
code14 Providing and constructing Ashlar Masonry wall using minimum of 2.60 m on length, 450mm on width, and 150mm with the facing area four line dressed rest of the area nicely dressed, finished smoothly using Doddaballapura grey mixed white granite stone slabs inclusive of cost of materials, labour for cutting, dressing, fixing with minimum joints, providing necessary scaffolding, cleaning, curing etc., complete with all leads, lifts, loading and unloading charges of all materials and all other incidental charges as per the approved drawing and specifications Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 41.8
code15 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 1.04
code16 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick ( excluding cost of fixtures ) Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 5.67
code17 Providing and fixing in position Honnewood fully panelled shutters for windows with stiles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick. (excluding cost of fixtures) Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 9.81
code18 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Kg 176.4
code19 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. No 2
code20 Fixing of window frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debries with lead upto 50 m. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. No 4
code21 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 52.2
code22 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as pecified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 52.2
code23 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 52.2
code24 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g/L Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 58.8
code25 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 175.35
code26 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 9.36
code27 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. M 16
code28 Terrace/ Raft & Sunken Slab Waterproofing Providing waterproof treatment to Raft Slab using 2 coats of acrylic co polymer elastomeric Acrylic co-polymer elastomeric sealer & protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc., The surface shall be applied with basecoat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:6) over the prepared surface. In addition, making haunch at junction of Wall and Slab visible cracks are opened and sealed with flexicrack paste. Over this one coat of flexible cementations membrane (FCM), Spreading one layer of HDPE membrane as reinforcing material (over FCM) with one primer coat of Acrylic co-polymer elastomeric sealer & protector & applying second coat of Acrylic co-polymer elastomeric sealer & protector liquid over the primer coat - conforming to ASTM C 1202, DIN 1048 part 5, The work shall be carried out Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 52.2
code29 Providing and fixing MS Hold Fast cost of materials, fixtures, labour and HOM of machinari Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. No 12
code30 Providing and fixing Handles (pair) for door shutters, cost of materials, fixtures, labour and HOM of machinari Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. No 4
code31 Providing and fixing Anodised Aluminium butt hinges 100x75x4 mm, cost of materials, fixtures, labour and HOM of machinari Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. No 36
code32 Providing and fixing Aluminum tower bolts, cost of materials, fixtures, labour and HOM of machinari Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. No 4
code33 Providing and fixing Chromium plated Brass pull bolt lock (locking bolt) of size 85 mmx42 mm, cost of materials, fixtures, labour and HOM of machinari Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. No 4
code34 Providing and Constructing Gopur's of Temple with 3.60x3.60x3.90m size Vimana Gopura as per ancient style of such a manner that sculptures, ornamental flower, stucco figures, small domes of different sizes pillars at alternate height and width has to be constructed with a most care. After completion of brick masonry work of Vimana Gopura structure. (Excluding brick masonry work) Structures like sculptures, ornamenal flower, stucoo figures, small domes of different sizes pillars are to be designed and these structures has to be finished by doing cornice work in lime mortar 1:3, necessary formwork, scaffolding has to be provided in such a manner by giving sufficient space for easy movement of pilgrims, for conveyence of construction materials from ground level up to the Vimana Gopura top, and also making provision for easy approch for inspection by the higher Authorities and officer in charge of work. The sacffolding should be removed after completion of Gopura work proper curing is to done for entire Vimana Gopura structure until painting work. (Minimum 30-45 days curing is required). After proper curing of masonry work and plastering work water proof lime painting using ISI make materials one coat primer and 2 coat of water proof lime painting is to be done as per the direction of Higher Authorities. Proper curing s to be done and proper care is to be taken before and during the Exhibition of Vimana Gopura work, the entire work should be completed with in stipulated period in all respect as per the direction of the competent Authorities from time to time. (Full work) (Size of Vimana Gopura 3.60 x 3.60 x 3.90m) Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. each 1
code35 Providing and Constructing PRABHAVALI with Idol of Temple as per ancient style of such a manner that sculptures, stucco works, cornices with necessary designs has to be constructed with a most care. After completion of brick masonry work of Idol structure. (Excluding brick masonry work) Structures like sculptures, ornamenal figures designed and these structures has to be finished by doing comice work in lime mortar 1:3, necessary formwork, scaffolding has to be provided in such a manner by giving sufficient space for easy movement of pilgrims, for the conveyence of construction materials, also making provision for easy approch for inspection by the higher Authorities and officer in charge of work. (Minimum 30-45 days curing is required). Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. each 8
code36 Providing and Constructing Comer Idol of Temple (Idols size 1.20x0.60x1.00m) as per ancient style of such a manner that sculptures, stucco works, cornices with necessary designs has to be constructed with a most care. After completion of brick masonry work of Idol structure. (Excluding brick masonry work) Structures like sculptures, ornamenal figures designed and these structures has to be finished by doing cornice work in lime mortar 1:3, necessary formwork, scaffolding has to be provided in such a manner by giving sufficient space for easy movement of pilgrims, for the conveyence of construction materials, also making provision for easy approch for inspection by the higher Authorities and officer in charge of work. (Minimum 30-45 days curing is required) Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. each 14
code37 Providing and erecting 4 legged Jack steel pipe centering with necessary platform for working with suitable height the bracing are to be properly tied with same sectgion of pipe botyh horizantally, langitudinal and diagonaly with saferty beld for safety measures of the labours and for convedryhing and consgrucgin of materials, charges, including transportaion and cleaning the site after completion of work to the maxium ht of 6 mt etc. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 68.16
code38 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Kg 50
code39 Supplying hevay gauge PVC conduct pipe 25mm dia 2mm thick confirming to IS 2509 with suitable size bend metal/PVC junction box adhesive paste and running before concreting the slab the conduit should be tied to the reinforcement rods by using binding wire and unused ways of junction boxes and pipe ends should be cover using PVC end enclosures run with 185WG GI fish wire Wherever necessary - 19/20mm dia 2mm thick Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Mtr 140
code40 Supplying hevay gauge PVC conduct pipe 25mm dia 2mm thick with suitable size bend metal junction box adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throughout the conduit whereever necessary 19/20mm dia 2mm thick Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Mtr 90
code41 Supplying and fixing PVC /metal conduit Deep junction box 25mm deep junction box Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 35
code42 Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood offer due groove cutting,Finshing with necessary cement plastering complete 10"x7"x3" (254x178x76mm) Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 10
code43 Supplying and fixing Metal Fan Box with Round Hook Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Nos 2
code44 Supplying and wiring adopting loop system. In existing PVC conduit/casing using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sqmm Cable confirming to the GTP with 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box the other end of the wires shall be terminated with sufficient loses length in a wood/PVC round block complete. for each outlet, a) Short point above 3mtrs From tapping point to out let via switch. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Nos 5
code45 Supplying and wiring adopting loop system. In existing PVC conduit/casing using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sqmm Cable confirming to the GTP with 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box the other end of the wires shall be terminated with sufficient loses length in a wood/PVC round block complete. for each outlet, b) Mediumt point above 3mtrs upto 6mtrs From tapping point to out let via switch. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Nos 5
code46 Supplying and wiring adopting loop system. In existing PVC conduit/casing using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sqmm Cable confirming to the GTP with 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box the other end of the wires shall be terminated with sufficient loses length in a wood/PVC round block complete. for each outlet, c) Long point above 6mtrs upto 10mtrs From tapping point to out let via switch. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Nos 5
code47 Supplying 6A flush/projected type socket type switch either surface/ flush existing gang box in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring complete 6 amps 3 way. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 5
code48 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 3.6.1 6A One Way Switch Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 2
code49 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 2
code50 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 2
code51 Supplying 4mm thick plastic sheet with necy nitches for fixing switch regulators etc. and fixing on existing wooden or metal box using NF screws Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Sqm 4010
code52 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. 1.5Sqmm Mtr 230
code53 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 2.5Sqmm Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Mtr 290
code54 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 ) 4Sqmm Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Mtr 90
code55 Supplying and fixing of porcelain fuse channel with cut out on existing wooden /panel using necessary nuts, bolts and washers etc., complete - 100Amps Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 1
code56 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps SP Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 2
code57 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 Amps DP Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 2
code58 Supplying and fixing regular MCB distribution boards on wall/wooden board / flursh mounting using required clamps, bolts, nuts etc, with provision for fixing suitable type capcity MCB’s single phase /phase/ single door with powder coated painting etc. complete single pole door with powder coated painting etc, complete. 12way SP & N Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 1
code59 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 1
code60 Suplying and Installation / Fixing/ Provision of outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flip suitable to fix. Single Phase / Three Phase Energy Meter in suitable to fix. Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cutout with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING faclity 300mmx300mmx214mm Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 1
code61 Supplying and fixing wiring earth electrode for grounding conduits, IC cutouts and other equipment on the meter board using 40mm dia 2.90mm thick GI pipe 2.5mtr long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduct etc, is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc, the pipe shall have 16 through holes of 12mm dia Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Nos 1
code62 Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V @ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 1 x4'- 20/22 w Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Nos 8
code63 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system 48" Sweep (1200 mm) Regular model Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 2
code64 Fixing all types and all capacities of flourescent/ false ceiling/ spot light/ CFL/ LED fittings indoor on the wall/ ceiling/ rafters/ griders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps Using necessary length of GI chain Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 10
code65 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 2
code66 Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Each 1
code67 LED Street light.Supply of LED Streetlight with pressure die cast aluminum housing body with optimal heat sink for better thermal dissipation. Diffuser with Injection moulded & is made of polycarbonate material with high transmission index, 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 luminare > IK08. Power Factor >0.9 with mains Current should not be greater than 0.1A to 0.7A & Surge Protection- Min 4KV along with Over voltage/Overload, short circuit/ miswiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption.LED Efficiency>130lm/w at 1W & Fixture Efficiency >80lm/w with nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 5 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED source manufacture. Suitable for B1/B2 Roads as per IS 1944 Part I & Part II. LED Streetlight 40watts Each 2
code68 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. No 2
code69 Supplying and Fixing........mm dia clampsss A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires. Using 40mm dia G.I.Pipe. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. No 2
code70 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesComplete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 281.86
code71 Addendum I – Percentage Additionalities for Formwork, Centering & Scaffolding for Percentage on finished rate of Foundation, Sub structure of Cross drainages (Raft) @. 5% Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 105.85
code72 Addendum I – Percentage Additionalities for Formwork, Centering & Scaffolding for Percentage on finished rate of concrete per m3Cement Concrete Drain Walls @. 35% Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 162.26
code73 Addendum I – Percentage Additionalities for Formwork, Centering & Scaffolding for Percentage on finished rate of RCC Deck Slabs @. 50% Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 13.75
code74 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 239.85
code75 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, ncluding removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer, (A) In area of light jungle Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. 100 Sqm 59.36
code76 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. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 110.25
code77 By Mix in Place Method- Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum
code78 Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver or grader in sub-base or base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 438.6
code79 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 739.8
code80 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 545.6
code81 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. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum 200.8
Total x 2 = 2 Times Tunr over
x 0.5 = 50% Similar work
60% of amount put to tender x 0.3 = LOC
All types of Cement Concrete Say 200000
code08 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 techanical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum
code70 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesComplete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum
code79 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum
code81 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. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum
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.(h) All other type of structures Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Tonne
code14 Providing and constructing Ashlar Masonry wall using minimum of 2.60 m on length, 450mm on width, and 150mm with the facing area four line dressed rest of the area nicely dressed, finished smoothly using Doddaballapura grey mixed white granite stone slabs inclusive of cost of materials, labour for cutting, dressing, fixing with minimum joints, providing necessary scaffolding, cleaning, curing etc., complete with all leads, lifts, loading and unloading charges of all materials and all other incidental charges as per the approved drawing and specifications Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum
By Mix in Place Method- Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum
code78 Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver or grader in sub-base or base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete as per specifications with all leads and lifts loading and unloading as per detailed specifications and as directted by engineer in charge. Cum
1 All types of Cement Concrete Cum
2 All types of Steel Tonne
3 Ashlar Masonry Cum
4 Granular Sub-Base Cum Executive Engineer
5 wet mix macadam Cum HRBC Division,
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