LIMITED Tenders/Contracts/Purchases of goods/services floated/awarded by the Company
Note: Only REGISTERED VENDORS may submit their quotation. For registration as vendor, please refer Vendor Registration Page under "Tender" from homepage.
Year Month LIMITED TENDERS FLOATED BY THE COMPANY CONTRACTS AWARDED BY THE COMPANY
    Division Sl.No. Tender/Enquiry No. Date of Publication of Tender/Enquiry Item/Nature of Work Type of Bidding (Single(1)/ Two Bid(2) System) Last date of receipt of tender No. of Tenders received Nos. and names of parties qualified after technical evaluation Nos. and names of parties not qualified after technical evaluation Whether contract awarded to Lowest tenderer(L1)/      Evaluated L1(E1) Contract No. and Date Name of    Contractor Value of Contract (Rs.L) Scheduled date of completion of supplies    
    Description Unit Qty.
   
                                     
2009 Mar CNMBW 1 10557/JC 03/03/09 G.T.WEDGE FOR CP GENERATOR NO 630 SINGLE 10/03/09 1 HATIM DIELECTRIC (P) LTD. NIL L-1 MB/12715/ER DT.13/03/09. HATIM DIELECTRIC (P) LTD. 16313.00 BELOW 50000/- WITHIN 21 DAYS
                                     
    CNMBW 2 10559/JC 03/03/09 G.T.WEDGE FOR ARMATURE 9.0/12.3MM. 4MMTHK. NO 225 SINGLE 10/03/09                
                                     
    CNMBW 3 10575/JC 03/03/09 MFG OF ROTOR SHAFT AS PER OLD SAMPLE. NO 1 SINGLE 10/03/09                
                                     
    CNMBW 4 10602/AS 06/03/09 CEQUIN I PAPER. 7 MIL THICKNESS. KG 15 SINGLE 09/03/09                
                                     
    CN-SGW 5 BLL/789 6-Mar-09 TOOLS NOS 24 1 12/3/2009 3 N/A N/A L1 HR/45770,DT.19.3.09 KRISHNA STORES AGENCY 0.77 MAR'09
                                     
    CNMBW 7 10584/AS 07/03/09 MFG OF NEW COMMUTATOR OF ETP COPPER  111 SEG. NO 1 SINGLE 15/03/09                
                                     
    CNMBW 8 10883/AS 07/03/09 NEW COMMUTATOR WITH  ETP COPPER 324 SEG. NO 1 SINGLE 15/03/09                
                                     
    CNMBW 9 10582/AS 07/03/09 SILVER BEARING COMMUTATOR AS PER SAMPLE. 147 SEG. NO 1 SINGLE 15/03/09                
                                     
    CNMBW 10 10579/AS 07/03/09 INTAFF - PUTTY - H200 KG 30 SINGLE 14/03/09 1 INDUDTRIAL TAPES & FABRICS (P) LTD. NIL L-1 MB/12747/ER DT.18/03/09. INDUDTRIAL TAPES & FABRICS (P) LTD. 11592.00 BELOW 50000/- WITHIN 15 DAYS
                                     
    CNMBW 11 10626/JC 10/03/09 LAB. CH. FOR FORMING OF ARMATURE COILS. NO 200 SINGLE 17/03/09                
                                     
    CNMBW 12 10627/JC 10/03/09 MFG. OF ARMATURE SHAFT. EN-24. NO 1 SINGLE 17/03/09                
                                     
    PR 13 PROJ/DVC-BIADA/102 9-Mar-09 Earthwork in excavation in foundation Trenches, drains etc. (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides & ramming of bottoms, lift upto 1.5 m, including getting out the excavated  soil & disposal ofsurplus excavated soils as directed whthin a lead of 50 m complete as per specifications, drawing & instruction of Site In Charge / Engineer-in-Charge     Single Bid (1) 16-Mar-09                
            All kinds of soil 700 Cum                    
            Ordinary rock 5 Cum                    
            Extra over item (3) & (4) above for excavation in all kinds of soil & rock                        
            For each additional lift of 1.5 m or part thereof over the initial lift 10 Cum                    
            Removing of surplas soil as per direction of site in charge within the sub station area. 500 Cum                    
            Earthwork in filling in trenches, plinth & sides of foundation etc. in layers not exceeding 200 mm in depth, consolidating  & dressing each deposited layer by ramming & watering, lead upto 50 m & lift upto 1.5m including cost of carriage of materials etc. complete as per drgs, specifications & direction of Site In Charge / Engineer-in-Charge.                        
            With excavated earth (excluding rock) 200 Cum                    
            Providing 20 cm thick 2nd class brick pitchkng (brick on edge over one brick flat pitching) on sloppes of embankment canal etc. in 1:4 cement mortar in both layers, curing preparing base to proper level of slope, with weep holes at a spacing of 1.8m horizontally and 0.9 m vartically or as shown in the drg. complete (with pointing 1:3) and as per direction of Site In Charge / Engineer-in-Charge 200 Sq.m                    
            Providing & laying in position plain cement complete with coarse sand & well graded, washed & screened stone aggregates of approved quality and size 20 mm & down including mixing, vibrating, curing etc. complete but excluding centering & shuttering as per drawings, specification & direction in foundation & plinth.                        
            Mix 1:3:6 90 Cum                    
            Providing & laying in position Reinforced Cement concrete work with coarse sand & 20 mm & down stone aggregates of approved quality well graded, washed and screened including cost of transport of all materials to site, mixing, laying, vibrating, curing etc. complete but excluding the cost of reinforcement and formwork as per drgs. specifications & direction in foundation & plinth with:                        
            Concrete mix 1:2:4 10 Cum                    
            Brickwork in foundation & plinth with Bricks of Class designation 50 & cement mortar with coarse sand as specified below including supply & carriage of all materials to site scaffolding & curing complete as per drg., specifications and direction of Site In Charge / Engineer-in-Charge:                        
            i) With 1:6 cement mortar 265 Cum                    
            ii) With 1:4 cement mortar 10 Cum                    
            Half brick Masonry with Bricks of class designation 50 in cement mortar mix 1 : 4 with coarse sand including supply, carriage, scaffolding, curing etc. complete in superstructure of Site In Charge / Engineer-in-Charge 10 Sq.m                    
            Neat cement punning about 1.5 mm thick in wall dado, windowsill, floor, drain etc. 2200 Sq.m                    
            Cement plaster to walls & R.C.C. structures including all necessary materials, scaffolding, curing, rounding off, chamfering etc. complete at all heights as per drawing specification & direction of Site In Charge / Engineer-in-Charge.                        
            20 mm thk cement plaster                        
            i) With mix 1:4 (1 cement :4 Coarse sand) 1 Sq.m                    
            ii) With mix 1:6(1 cement : 6 Coarse sand) 2 Sq.m                    
            12 mm thick cement plaster                        
            i) With mix 1:4 (1 cement :4 Coarse sand) 2220 Sq.m                    
            ii) With mix 1:6(1 cement : 6 Coarse sand) 5 Sq.m                    
            Laying, fitting & fixing in position non-pressure NP2 class - RCC Hume pipe with collars conforming to IS:458 of following diameters over supports plain concrete as directed inclusive of collar joints, caulking with spun yarn in 1:2 cement mortar, testing of joints as per drawing specification & direction(earth work, bed concrete, brickwork etc. would be paid separately).                        
            Class NP2 Grade:                        
            a) 150 mm dia 50 Mtr.                    
            b) 300 mm dia 12 Mtr.                    
            Prepare surface & supply Two or more coats of cement colour on new work such as SNOWCEM - Plus /DUROCEM EXTRA of approved colour & shade on exteriror faces of walls, columns, beams etc. at all heights including the rough cleaning & smoothening of surface, cost of all materials, curing, scaffolding etc. complete as per direction of Site In Charge / Engineer-in-Charge. 6000 Sq.m                    
            Laying & fixing TATA Medium type G.I. Pipes complete with emdium GI fittings of HB or TATA make & clamps(I.e. loose socket, jam nut, plug, nipple, elbow union,bend, equal tee, unequal tee, reducer etc.) with red lead, jute etc. complete, supply of wall hoks & wooden plug where necessary & cutting pipes to length etc. including threading and making good the damages, including connections of Distribution branch with main etc. all complete as per instruction of Site In Charge / Engineer-in-Charge.                        
            External work(Excluding earthwork in excavation & refilling the trenches).                        
            a) 40 mm 241 M                    
            Lowering, fitting & fixing of Pump including laying of pipe from submersible pump to the top of the bore hole. 1 Item                    
                                     
    CN-SGW 14 BLL/790 9-Mar-09 COPPER ROD 1.1/4" KGS 1000 1 16/3/2009 3 N/A N/A L1 HR/45760,DT.18.3.09 ARYAVARTA DHATU UDYOG 2.97 MAR'09
                                     
      15 BLL/791 9-Mar-09 COPPER FLAT KGS 1000 1 16/3/2009                
                                     
    CN-ADM 16 AD/ENQ/0599 10-Mar-09 SWABING OF SHOP FLOOR AT SWITCHGEAR WORKS NO   1 21-Mar-09 2 1) LEE CONSTRUCTION & 2) ROYAL SERVICING ENTERPRISE   L1 AD/HR/2282/SER DT. 31.03.09 M/S LEE CONSTRUCTION 1.06 TWO YEARS
                                     
    CNMBW 17 10633/AS 13/03/09 NON ADHESIVE KAPTON TAPE 3/4" WIDE 50 MT, 2 MILS. RL 50 SINGLE 18/03/09                
                                     
    CNMBW 18 10635/AS 13/03/09 MFG OF NEW COMMUTATOR OF ETP COPPER 138 SEGMENT NO 2 SINGLE 20/03/09                
                                     
    PR 19 PROJ/Hydel/AP011 13-Mar-09 Open Transit Insurance Policy for Materials to be dispatched from different location to Arunachal pradesh Job 1 Singlle 23-Mar-09 Two 1) United India Insurance Co. Ltd.  2) The Oriental Insurance Co. Ltd. NIL Lowest (L1) BLL/PROJ/HYDEL/AP/ORD/014,dt. 03.06.09 United India Insurance Co. Ltd. 21235 Not applicable
                                     
                                     
    PR 20 PROJ/Hydel/AP012 13-Mar-09 Insurance coverage of storage cum erection policy of Hydel plant equipment. Job 1 Singlle 23-Mar-09 Two 1) United India Insurance Co. Ltd.  2) The Oriental Insurance Co. Ltd. NIL Lowest (L1) BLL/PROJ/HYDEL/AP/ORD/015,dt. 03.06.09 United India Insurance Co. Ltd. 72827 Coverage Period: 12 months
                                     
    PR 21 PROJ/DVC-JH/013 10-Mar-09 Post Insulator Stack for 33KV system comprising 2 units of 22KV class medium duty post insulator including bolts and nuts as per enclosed technical specification. stacks 21 Single (1) 21-Mar-09 One M/s Aditya Birla Insulator NIL Not applicable BLL/PROJ/DVC-JH/ORD/008, dated 23.04.09 M/s Aditya Birla Insulator 217608 45 days from Mfg. Clearance
            2-Unit 22KV Class Medium Duty Insulator Stacks for  Isolators stacks 198                    
                                     
    IM 22 ENQ/BLL/2008-09/10 16.03.2009 AMC of PC & Printers with Materials No   1 25.03.2009                
            PC Pentium I   20                    
            PC Pentium III   40                    
            PC Pentium IV   6                    
            PC Pentium IV (HT)   10                    
            DMP TVSE 345(132 Col.)   7                    
            DMP TVSE Champion (132 Col.)   5                    
            DMP TVSE HD-745 (132 Col.)    2                    
            DMP TVSE HD-6595   1                    
            DMP TVSE 345 Champion/XL   7                    
            DMP TVSE 155   9                    
            DMP TVSE 245                                 3                    
            DMP Epson FX-1000   1                    
            TVS WIPRO (132 Col   12                    
            HP 1000 C Inkjet Printer   1                    
            HP Desk Jet 810 C   1                    
            HP Desk Jet 200   1                    
            HP 656C Inkjet   1                    
            HP Laser Jet 1100   2                    
            Samsung 1520L   1                    
            LaserJet Printer HP 1015   3                    
            Inkjet Printer HP  1180   1                    
            DeskJet Printer HP 5652   1                    
            HP LaserJet P2015D   4                    
            HP Inkjet 1200d   4                    
                                     
            The bidder with lowest total price with the quantity shown here will be treated as L1                        
                                     
            The above quantities are indicative and the Company reserves the right to increase/decrease the quantity of each item at its sole discretion, at the AMC rate, terms & conditions submitted by you.                        
                                     
    CNMBW 23 10651/AS 17/03/09 ROLLER BEARING NJ - 236. E.C4 (SKF/FAG) NO 2 SINGLE 23/03/09 3 1.SUTCO BEARING INDIA PVT.LDTD     2.UDAY ENTERPRISE.         3.ISHAN INTERNATIONAL NIL L-1 MB/12955/ER DT.12-05-09. ISHAN INTERNATIONAL 17582.00 WITHIN 2/3 DAYS
                                     
    PR 24  PROJ/HYDEL-K/13 18-Mar-09 Construction of approach Road from Main Bitumen Road (BRO Road) to site premises after clelaring of Jungles  including excavation of soil and leveling the excavated area with manual labours and preparation of sub grade with Rod Roller 8-12 ton capacity including supplying and spreeding of stone ballast (locally available) including filling the voids with good quality soil and moroum  and compacted the same as directed.  After construction of waterbound mecadom , a layer  of 2.5 cm premix carpet  to be laid and rolling the same with 8 - 10 Ton roller  including providing of Tack coat and rolling the same as per direction and satisfaction of site In-charge.( Detailed to be assessed by the contractor during site visit.) L.S. 1 Single Bid (1) 25-Mar-09                
    PR 25  PROJ/HYDEL-K/14 18-Mar-09 Jungle cutting & construction of labour hut 3 m x 12 m after  excavation of hard soil/soft rock and foundation with plane cement concrete (1:3:6) bed  & Brick work (1:6) with locally available brick with construction of super structural work with 125 mm thick brick work (1:6) in walls, flooring after ramming the existing surface & leveling the same with filling of sand  / good quality earth, laying of brick flat soiling on edge and filling  the gaps with locally available sand and laying of plain cement  concrete (1:3:6) over the brick flat soiling and leveling finish the same as directed.  Consltruction of Roof with G.I. sheets and angle truss(painted) including inside plastering, painting, fixing of steel door(painted) and glazed window(painted) and complete as per direction of site In-charge in Kachopani MHS. L.S. 1 Single Bid (1) 25-Mar-09 4 4 (S Sikdar & Sons, A. K. Enterprise, D.D. Engineering Co., Apex Construction) nil lowest tender(L1) BLL/PROJ/HYDEL/KP-ORD/011 04.04.09 A. K. Enterprise 997800 15 days
      26   18-Mar-09 Construction of Rain water drain (250 mm x 400 mm inside dimension) after excavation of soil/soft rock including laying of plaincement concrete (1:3:6) bed and 250mm tk. Brick work (1:6) and finishing the surface with cement plaster and neat cement finish and curing the same and complete as per direction of site In-Charge( Approx 45 M) in above mentioned three projects L.S. 1                    
      27   18-Mar-09 Construction of temporary toilet with 125 mm tk. brick wall and foundation as required and cover the top with G.I. Sheet and angle support with Orissa style water closet/comode European style) with arrangement of storing  water and provision of Urinal outside the toilet including finishing work and provision of gate and complete as per direction of site incharge in above mentioned three projects. L.S. 1                    
            a. For labour (1 no. in each project) L.S. 1                    
            b. For Egnineer & Supervisors etc.(1 No. in each project) L.S.                      
      28   18-Mar-09 Supplying, laying of High density PVC/light GI pipe with fitting and fixture for supply of water from water soruce nearby to construction site for drinking and toilet after excavation of  soil/soft rock including construction of water collecting head works at source and storage tank inside the premises of site and complete as per direction of site in charge. L.S. 1                    
      29   18-Mar-09 Store :- Jungle cutting & construction of store (size mentioned in below projectwise) m after  excavation of hard soil/soft rock and foundation with plane cement concrete (1:3:6) bed  & Brick work (1:6) with locally available brick with construction of super structural work with 125 mm thick brick work (1:6) in walls, flooring after ramming the existing surface & leveling the same with filling of sand  / good quality earth, laying of brick flat soiling on edge and filling  the gaps with locally available sand and laying of plain cement  concrete (1:3:6) over the brick flat soiling and leveling finish the same as directed.  Consltruction of Roof with G.I. sheets and angle truss(painted) including inside plastering, painting, fixing of steel door(painted) and glazed window(painted) and complete as per direction of site In-charge.                L.S. 1                    
            a.10 M X 6 M in Kachopani MHS L.S. 1                    
                                     
    PR 30  PROJ/HYDEL-A/15 18-Mar-09 Jungle cutting & construction of labour hut 2 m x 4 m after  excavation of hard soil/soft rock and foundation with plane cement concrete (1:3:6) bed  & Brick work (1:6) with locally available brick with construction of super structural work with 125 mm thick brick work (1:6) in walls, flooring after ramming the existing surface & leveling the same with filling of sand  / good quality earth, laying of brick flat soiling on edge and filling  the gaps with locally available sand and laying of plain cement  concrete (1:3:6) over the brick flat soiling and leveling finish the same as directed.  Consltruction of Roof with G.I. sheets and angle truss(painted) including inside plastering, painting, fixing of steel door(painted) and glazed window(painted) and complete as per direction of site In-charge in Ashapani MHS. L.S. 1 Single Bid (1) 25-Mar-09 4 4(S Sikdar & Sons, A. K. Enterprise, D. D. Engineering Co., Apex Construction) Nil Lowest tender(L1) BLL/PROJ/HYDEL-AS/ORD/010 Dt. 04.04.09 S Sikdar & Sons 410550 15 days
            Construction of Rain water drain (250 mm x 400 mm inside dimension) after excavation of soil/soft rock including laying of plaincement concrete (1:3:6) bed and 250mm tk. Brick work (1:6) and finishing the surface with cement plaster and neat cement finish and curing the same and complete as per direction of site In-Charge( Approx 45 M) in above mentioned three projects L.S. 1                    
            Construction of temporary toilet with 125 mm tk. brick wall and foundation as required and cover the top with G.I. Sheet and angle support with Orissa style water closet/comode European style) with arrangement of storing  water and provision of Urinal outside the toilet including finishing work and provision of gate and complete as per direction of site incharge in above mentioned three projects.                        
            a. For labour (1 no. in each project) L.S. 1                    
            b. For Egnineer & Supervisors etc.(1 No. in each project) L.S. 1                    
            Supplying, laying of High density PVC/light GI pipe with fitting and fixture for supply of water from water soruce nearby to construction site for drinking and toilet after excavation of  soil/soft rock including construction of water collecting head works at source and storage tank inside the premises of site and complete as per direction of site in charge. L.S. 1                    
            Store :- Jungle cutting & construction of store (size mentioned in below projectwise) m after  excavation of hard soil/soft rock and foundation with plane cement concrete (1:3:6) bed  & Brick work (1:6) with locally available brick with construction of super structural work with 125 mm thick brick work (1:6) in walls, flooring after ramming the existing surface & leveling the same with filling of sand  / good quality earth, laying of brick flat soiling on edge and filling  the gaps with locally available sand and laying of plain cement  concrete (1:3:6) over the brick flat soiling and leveling finish the same as directed.  Consltruction of Roof with G.I. sheets and angle truss(painted) including inside plastering, painting, fixing of steel door(painted) and glazed window(painted) and complete as per direction of site In-charge.                L.S. 1                    
            a. 6 M X 3 M in Ashapani MHS L.S. 1                    
                                     
    PR 31  PROJ/HYDEL-KR/16 18-Mar-09 Jungle cutting & construction of labour hut 2 m x 4 m after  excavation of hard soil/soft rock and foundation with plane cement concrete (1:3:6) bed  & Brick work (1:6) with locally available brick with construction of super structural work with 125 mm thick brick work (1:6) in walls, flooring after ramming the existing surface & leveling the same with filling of sand  / good quality earth, laying of brick flat soiling on edge and filling  the gaps with locally available sand and laying of plain cement  concrete (1:3:6) over the brick flat soiling and leveling finish the same as directed.  Consltruction of Roof with G.I. sheets and angle truss(painted) including inside plastering, painting, fixing of steel door(painted) and glazed window(painted) and complete as per direction of site In-charge in Krawinallah MHS. L.S. 1 Single Bid (1) 25-Mar-09 4 4 (S Sikdar & Sons, A. K. Enterprise, D.D. Engineering Co., Apex Construction) Nil Lowest tender(L1) BLL/PROJ/HYDEL-KR/ORD/009 Dtd. 04.04.09 A K Enterprise 444700 15 days
            Construction of Rain water drain (250 mm x 400 mm inside dimension) after excavation of soil/soft rock including laying of plaincement concrete (1:3:6) bed and 250mm tk. Brick work (1:6) and finishing the surface with cement plaster and neat cement finish and curing the same and complete as per direction of site In-Charge( Approx 45 M) in above mentioned three projects L.S. 1                    
            Construction of temporary toilet with 125 mm tk. brick wall and foundation as required and cover the top with G.I. Sheet and angle support with Orissa style water closet/comode European style) with arrangement of storing  water and provision of Urinal outside the toilet including finishing work and provision of gate and complete as per direction of site incharge in above mentioned three projects. L.S. 1                    
            a. For labour (1 no. in each project) L.S. 1                    
            b. For Egnineer & Supervisors etc.(1 No. in each project) L.S. 1                    
            Supplying, laying of High density PVC/light GI pipe with fitting and fixture for supply of water from water soruce nearby to construction site for drinking and toilet after excavation of  soil/soft rock including construction of water collecting head works at source and storage tank inside the premises of site and complete as per direction of site in charge. L.S. 1                    
            Store :- Jungle cutting & construction of store (size mentioned in below projectwise) m after  excavation of hard soil/soft rock and foundation with plane cement concrete (1:3:6) bed  & Brick work (1:6) with locally available brick with construction of super structural work with 125 mm thick brick work (1:6) in walls, flooring after ramming the existing surface & leveling the same with filling of sand  / good quality earth, laying of brick flat soiling on edge and filling  the gaps with locally available sand and laying of plain cement  concrete (1:3:6) over the brick flat soiling and leveling finish the same as directed.  Consltruction of Roof with G.I. sheets and angle truss(painted) including inside plastering, painting, fixing of steel door(painted) and glazed window(painted) and complete as per direction of site In-charge.                L.S. 1                    
            a. 6 M X 4 M in Krwatinallah MHS L.S. 1                    
                                     
    CNMBW 32 10655/AS 18/03/09 BARE. CU COND (2.5 X 44.75 ) MM. FOR IP COIL. IS 6160 KG 260 SINGLE 24/03/09                
                                     
    CNMBW 33 10656/AS 18/03/09 H-71 THINNER - 218 KG 300 SINGLE 24/03/09 3 1.BRITISH ELECTRIC MANUFACTURING CO.                      2.C M D TECHNO      3.HATIM AND COMPANNY. NIL L-1 MB/12786/ER DT.31-03-09. BRITISH ELETRIC MANUFACTURING CO. 55800.00 160 KGS WITH IN 7 DAYS. BALANCE ON REQUEST.
                                     
    CN-SGW 34 BLL/792 18-Mar-09 STRUCTURAL COMPONENTS NOS 40 1 25/3/2009 2 N/A N/A L1 HR/45880,24.4.09 NAVA BHARAT ENT 0.79 SEP'09
                                     
      35 BLL/793 18-Mar-09 STRUCTURAL COMPONENTS NOS 130 1 25/3/2009 2 N/A N/A L1 HR/45976,DT.15.5.09 NAVA BHARAT ENTERPRISE 0.34 SEP'09
                              HR/45977 S.D.ENGG.WORKS 0.06  
                                     
      36 BLL/794 18-Mar-09 CASTING COMPONENTS WITH M/C.FINISH NOS 600 1 25/3/2009 2 N/A N/A LS HR/45978,DT.15.5.09 D.D.ENGINEERING CO 3.99 SEP;09
                                     
    CNMBW 37 10681/AS 25/03/09 POLYGLASS BANDING TAPE H200.03MM X 20MM X 200MT INTAF RL 20 SINGLE 02/04/09                
                                     
    PR 38  PROJ/DVC-JH/014 26-Mar-09 CIVIL WORKS AT VARIOUS SITES AT DVC-JHARKHAND :-     Two Bid (2) 6-Apr-09                
            Jungle clearance including weeding out shrubs, bushes, vegetable growth, trees & other objectionable materials & removal of rubbish upto a distance of 30m. outside the periphery of the area cleared etc. as per specifications & directions of Engineer-in-Charge. Sqm 819                    
            Clearing grass & removal of the rubbish upto a distance of 50m. outside the periphery of the area cleared. Sqm 410                    
            Earthwork in excavation  in all kinds of soil over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50.0 m & lift upto 1.5 metre, disposed earth to be levelled & neatly dressed etc. complete as per specification, drawing and instructions of Engineer-in-Charge. Cum 205                    
            Earth work in excavation in fdn. Trenches, drains etc. (not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides & ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil & disposal of surplus excavated soils as directed  within a lead of 50 m complete as per specifications, drawing & instruction of Engineer-in -Charge :                        
            All kinds of soil Cum 388                    
            Ordinary rock Cum 123                    
            Extra over item (3) & (4) above for excavation in all kinds of soil & rock :                        
            For each additional lift of 1.5 m or part thereof over the   initial lift        Cum 41                    
            For each additional lead of 50 m or part thereof beyond the initial lead of 50 m, but upto a maximum of 100.0 m     in total (i.e. max. 2 leads) beyond the initial lead. Cum 328                    
            For transportation of excavated Earth by Mechanical transport including loading, unloading and stacking   beyond initial lead as per direction of Engineer-in-charge.                        
            Up to 1.0 KM Cum 41                    
            Above 1.0 Km & upto 2.0 KM Cum 17                    
            Dressing, watering & ramming in layers not exceeding 15 cm. in embankments etc. formed by excavated earth. Cum 41                    
            Levelling & Dressing of the ground with sand including filling the depression with sand, Moorum or stone dust as may be required including supply of the materials at site, watering and ramming the fillings whenever required complete. Cum 82                    
            Single Brick soling with bricks of class designation 50  grouted with sand including ramming & dressing bed to proper level & filling joints with sand etc complete in 1 : 6   (1 cement : 6 fine sand ). Sqm 164                    
            Earthwork in filling in trenches, plinth & sides of foundation etc. in layers not exceeding 200 mm in depth, consolidating & dressing each deposited layer by ramming & watering, lead upto 50 m & lift upto 1.5m including cost of carriage of materials etc. complete as per drgs., specifications & directions.                        
            with approved quality sand Cum 82                    
            with excavated earth ( excluding rock ) Cum 154                    
            with borrowed earth within a lead of 200m Cum 9                    
            Providing & laying in position plain cement concrete with coarse sand & well graded, washed & screened stone aggregates of approved quality and size 20 mm & down including mixing, vibrating, curing etc. complete but excluding centering & shuttering as per drawings, specification & direction in foundation & plinth.                        
            Mix  1 : 4 : 8 Cum 5                    
            Mix  1 : 3 : 6 Cum 27                    
            Providing & laying in position Reinforced Cement concrete work with coarse sand & 20 mm. & down stone aggregates of approved quality,  well graded, washed and screened including cost of transport of all materials to site., mixing, laying, vibrating, curing etc. complete but excluding the cost of reinforcement and formwork as per drgs., specifications & directions in foundation & plinth with  :                        
            Concrete mix    1: 2 : 4 Cum 13                    
            Concrete mix    1: 1.5 : 3 Cum 131                    
            Concrete mix  1:1:2 Cum 13                    
            Supplying, straightening, cutting, bending, cranking, hooking, fixing, binding & placing at any position in superstructure, fdn., & plinth with MS / Torsteel reinforcements in all works of concrete, masonry etc, including supply of binding wire with 18 SWG (1.05mm) galvanised wire twisted tight and / or welding the splices where necessary as per IS codes or direction and holding in position with steel rod spacer / chairs / horses etc. complete. MT 10                    
            Brickwork in foundation & plinth with F.P.S. Bricks of Class designation 50 & cement mortar with coarse sand as specified below  including supply & carriage of all materials to site, scaffolding & curing complete as per drg., specifications and directions                        
            With 1: 4  cement mortar Cum 9                    
            With 1: 6  cement mortar Cum 58                    
            Hiring, erecting, centering, supporting, striking, cleaning etc. of formwork of approved design with staging, props and supports  for plain & RCC works with all accessories and at all heights including removal of forms as per drawings, specifications & directions. Sqm 729                    
            Grouting by using ready mix grout like SHRINKKOMP, CONBEXTRA GP2, SIKA GROUT 214 or equivalent for miscellaneous base plates, foundation bolts, pipe sleeves, pockets, holes etc. at all heights, location etc, complete as per drg. specifications & directions. Cum 3                    
            Providing and placing in position precast reinforced cement concrete waffle units square or rectangular as per design and shape in 1:1 ½ :3 (1 cement : 1 ½ coarse sand : 3 graded stone aggregate 10mm nominal size) including flush or deep ruled pointing at joints in cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc., form work in precasting, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. Cum 7                    
            Cement plaster to walls & R.C.C. structures including all necessary materials, scaffolding, curing, rounding off, chamfering etc. complete at all heights as per drg, spec. & directions.                        
            20 mm th. cement plaster                        
            With mix 1:4 ( 1 Cement : 4 fine sand ) Sqm 9                    
            With mix 1:6 ( 1 Cement : 6 fine sand ) Sqm 25                    
            12 mm th. cement plaster                        
            With mix 1:4 ( 1 Cement : 4 fine sand ) Sqm 9                    
            With mix  1:6 ( 1 Cement : 6 fine sand ) Sqm 25                    
            Neat cement punning about 1.5 mm. Thick in wall, dado, windowsill, floor, drain etc. Sqm 164                    
            Prepare the surface & painting (two or more coats) Aluminium paint of approved quality and shade ( J&N, Berger, Asian Paints) on new work over and including a coat of ready mixed Aluminium primer of approved brand & manufacturer in steel work including cost of all materials, scaffolding etc. complete. Sqm 9                    
            Supplying, laying, fitting & fixing in position non-pressure NP2 class - RCC Hume pipe with collars conforming to IS : 458 of following diameters over supports of brickwork / plain concrete as directed inclusive of collar joints, caulking with spun yarn in 1:2 cement mortar,  testing of joints as per drg. specification, & direction (earthwork, bed concrete, brickwork etc. would be paid separately).                        
            Class NP2  Grade  :                        
            150 mm dia M 5                    
            300 mm dia M 5                    
            Class NP3  Grade  :                        
            300 mm dia M 5                    
            600 mm dia M 5                    
            Supplying, stacking, spreading and dressing of switchyard area with 75mm thick, 40mm (nominal) pebble over a 75mm thick base layer of cement concrete 1:5:10 (1 cement : 5 Fine Sand : 10 burnt brick aggregate) with one layer of cement slurry mix 1:6 (1 cement : 6 fine sand) uniformly laid over cement concrete layer including deweeding, rolling, compacting, watering, dressing, etc. complete as per specification and direction of Engineer-in-Charge (Anti weed treatment shall be done and paid separately). Sqm 144                    
            Supplying, stacking, spreading and dressing of switchyard area with 75mm thick, 40mm (nominal) crushed stone over a 75mm thick base layer of cement concrete 1:5:10 (1 cement : 5 Fine sand : 10 burnt brick aggregate) with one layer of cement slurry mix 1:6 ( 1 cement : 6 fine sand) uniformly laid over cement concrete layer including deweeding, rolling, compacting, watering, dressing etc. complete as per specification and direction of Engineer-in-Charge (Anti weed treatment shall be done and paid separately) Sqm 144                    
            Antiweed treatment by spraying of chemicals like “ROUNDUP” (Round up manufactured by M/s. MONSANTO INDIA LIMITED) or equivalent mixed with water in the proportion 1 litre with 500 litre of water by volume to be  spread over the 3333 Sq. Metre of the grass, shrubs etc. as per direction of Engineer-in-Charge all compete including the cost of chemicals, tools plants, etc. A guarantee for a maximum period of 6 (six) months is to be assured for the work. Sqm 286                    
            Providing  & constructing brick masonry manhole inside size 90x80 cm & 60 cm deep including CI cover with frame (light duty) 455x610 mm internal dimensions—total weight of cover & frame to be not less than 38 kg ( weight of cover 23 kg & weight of frame 15 kg ) .in cement mortar 1:4 (1 cement : 4 coarse sand) R.C.C. top slab with 1:2:4 mix  (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3  ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design.  (E/W in excavation or filling to be paid separately). Each 5                    
            Extra for depth of brick masonry manholes size 90x80 cm for additional depth below initial depth of 60 cm with all materials complete. M 5                    
            Supplying, straining and fixing chain link fencing conforming to IS: 2721, made of 8 SWG. Galvanised wire of 50 mm. square mesh and upto 2.0 M high with the posts already fixed in position with MS flats of size 40 mm x 6 mm. with holes of 100 mm. Spacing for MS bolts and nuts 10 mm. Dia and 50 mm. long all complete as per drg. / direction       ( posts shall be at a spacing of 3 metres approx. will be subject to variation on the direction of the Engineer-in-Charge). Metre 50                    
            Providing 20 mm dia MS bar foot rests (rungs) including fixing in the manhole chamber / oil water tank with 20x20x10 cm cement concrete blocks(1:3:6) as per standard design. Each 10                    
            Dismantling, taking out, removing, stacking, disposal of unserviceable materials upto a distance of 2 KM and transportation of salvaged items to DVC stores, including loading / unloading etc. all complete of following substructures and superstructures at all elevations as per direction of Engineer-in-Charge :                        
            R.C.C. work including stacking of reinforcement Cum 1                    
            1: 3: 6 or richer mix Cement concrete work Cum 1                    
            1: 4: 8 or leaner mix Cement concrete work Cum 1                    
            Barbed wire / Chain link fencing Kg 41                    
            Masonry work in cement  mortar Cum 5                    
            Steel work  in built-up sections including dismembering M.T 1                    
            Road Sqm 123                    
            Fencing post / Strut including concrete dismantling & Earthwork Each 9                    
            Providing & fixing  in position precast  Medium duty RCC manhole cover & frame of Circular shape 500 mm internal dia of approved quality including cost of moulding, curing and fixing in position in cement mortar (1:3) complete. Each 3                    
            Transporting, Assembling & Erecting in position various switchyard structures at site with contractors own tools & tackles, crane & labour, including bolted and / or welded connections, etc.  complete as per drgs specifications & directions. MT 23                    
            Transporting, assembling & erecting in position various switchyard structures at site with contractors own tools & tackles, crane & labour complete including bolted and / or welded connections etc., application of a coat of red oxide paint  (IS : 2074) after erection & two coats of aluminium paint (IS : 2339) as finish coat,(manufactured by Berger, J&N, Asian Paints) etc., such that the coating thickness shall not be less than 100m (minimum) complete as per drgs.,  specifications & directions. MT 3                    
            Transporting, assembling, erecting, fitting & fixing in position of MS angle post & struts for fixing chain-link fencing, barbed wire over boundary wall, cable trays and racks, all embedded steelwork such as foundation materials, inserts, clamps, stops, bolts, fan hooks etc. in concrete & masonry works, and miscellaneous structures etc. complete  with a coat of primer complete as per drgs., specifications & directions. MT 1                    
            Transporting, assembling, placing & fixing in position Holding down / foundation steel bolts including threading as required etc. complete with 2 (two) nos. of nuts. The 200 mm top portion of bolt are to be galvanised. MT 2                    
                                     
    CN-SGW 39 BLL/795 26-Mar-09 CU.TU COMPO. NOS 2400 1 4/4/2009 2 N/A N/A L1 HR/45822,DT.9.4.09 TUNCOSI ELECTRICALS CON 2.62 SEP'09
                              HR/45823 MIPALLOY 1.12 "
                                     
    PR 40  PROJ/DVC-JH/015 26-Mar-09 ERECTION, TESTING & COMMISSIONING AT VARIOUS SITES AT DVC-JHARKHAND :-     Single (1) 6-Apr-09                
            Erection, testing and commissioning of 33KV, 3- Phase Vacuum Circuit Breaker along with all accessories, structures & connectors No 11                    
            Erection, testing and commissioning of 33KV, 3- Phase, Isolators alongwith all accessories including connectors and insulators stacks                        
            a) Low Level Normal  Isolator without Earth Switch & with connectors. No 11                    
            b) Terminal Isolator without Earth Switch & with connectors No 11                    
            Erection, testing and commissioning of 33KV single phase oil filled two core/single core Current Transformer alongh with connectors                        
            a) Protection -Cum- Metering C.T having No 33                    
                 Ratio :600-300-150/5-5 A.                        
            b) Metering C.T having No 22                    
                 Ratio :600-300-150/5  A.                        
            Erection, testing and commissioning of 36KV,10KA,Gapless Lightning Arrestor complete with insulating base, surge monitor leakage current meter, connectors etc. No 33                    
            Erection, testing and commissioning of 33KV Main Bus/Transfer bus comprising of 2.5" IPS Alluminium pipe including erection of 33KV Post Insulator stacks on top of high level bus support structures and/or isolators, fixed through suitable clamps & Connectors on top of insulator stacks and/or isolator pad etc. complete in all respect in all the three phases. Meter 30                    
            Erection, testing and commissioning of 33KV Post Insulators stacks on pipe bus support structures, 2.5"/1.5" IPS Alluminium pipe on insulators and connecting all  other equipments of the bay, fitting and fixing of all necessary clamps and connectors including droppers from main bus & transfer bus to Isolators, CT, PT, pipe Bus etc. as required for each complete 33 KV bay as indicated below:                        
            a) 33KV Feeder Bay for single bus system No 11                    
            b) 33KV Feeder Bay for two bus system No 0                    
            Erection,Testing and Commissioning  of Junction Boxes of sizes                        
            a) 1 x 12 way (ACJB) No 6                    
            b) 2 x 12 way (CTJB) No 22                    
            Erection,Testing and Commissioning  of SIMPLEX Type 33 KV double Feeder Control & Relay Panel complete with all accessories                        
            a) For single bus system No 8                    
            b) For two bus system No 0                    
            Erection,Testing and Commissioning  of SIMPLEX Type Metering complete with all accessories No 7                    
            Laying, dressing and clamping of 1100 Volt Grade, Aluminium Conductors (FRLS) armoured, Power Cables along cable trenches, trays etc. including dewatering and cleaning of trenches etc as required                        
            a) 3½ core x  25 sq.mm. KM 1.0                    
            b) 4   core   x    10 Sq. mm. KM 1.0                    
            Laying, dressing and clamping of 1100 Volt Grade Copper conductor (FRLS) armoured Control Cable along cable trenches, trays etc. including de-watering and cleaning of trenches etc. as required:                        
            a)  4 Core  X  14.5 Sq. mm. KM 9.9                    
            b)  12 Core  X  2.5 Sq. mm. KM 3.3                    
            c)  7 Core  X  2.5 Sq. mm. KM 3.3                    
            d) 4 Core  X  2.5 Sq. mm. KM 9.9                    
            Termination of 1100 Volt Grade Aluminium conductor (FRLS) armoured Power cables (all core at both ends) complete with compressing type cable gland, ferrules and cable lugs as required:                        
            a) 3½ core x  25 sq.mm. Set 3                    
            b) 4    core  X    10 Sq. mm. Set 11                    
            Termination of 1100 Volt Grade Copper conductor (FRLS) armoured Control Cables (all core at both ends) complete with compression type gland, ferrules and cable lugs as required:                        
            a)  4 Core  X  14.5 Sq. mm. Set 33                    
            b)  12 Core  X  2.5 Sq. mm. Set 11                    
            c)  7 Core  X  2.5 Sq. mm. Set 11                    
            d) 4 Core  X  2.5 Sq. mm. Set 33                    
            Erection, testing and commissioning of complete Grounding System comprising laying of ground mat (40 mm dia MS rod) at a level of 500/600 mm (or as per design) below ground level, driving of 6.0/3.0 mtr (or as per design) long spikes (40 mm dia MS rod) below mat level and laying, dressing and clamping / welding of riser (50x6 mm GI flat) from ground mat to different equipment and structures including welding, belting, painting of joints etc. as required as per approved design, drawing, specification (excluding excavation and backfilling of trenches which will be paid separately as per Schedule of Civil Works).                        
            a)  6.0 Mtr. Long Spikes (40 mm dia M.S.rod) in all types of soil and rock No 60                    
            b)  Ground Mat (40 mm dia M.S.rod) Meter 770                    
            c)  Riser  (50  X  6mm G.I.Flat) Meter 2035                    
            Dismantling of existing 33KV Low Level  Isolator (without earth switch) along with all accessories including insulators, terminal connectors etc. complete in all respects, including cable terminations and return of all dismantled materials to DVC stores as per direction of Engineer-in-charge No 1                    
            Dismantling of existing 33KV single phase oil filled electromagnetic C.T/P.T along with all accessories including terminal connectors etc. complete in all respects, including cable terminations and return of all dismantled materials to DVC stores as per direction of Engineer-in-charge No 1                    
            Dismantling of existing 33KV VCB/SF6/MOCB along with all accessories, structure and terminal connectors etc. complete in all respects, including cable terminations and return of all dismantled materials to DVC stores as per direction of Engineer-in-charge No 1                    
            Erection & complete fitting of illumination system                        
            Luminaries and lamps                        
            i) 2x400 watt HPSV flood light fitting for yard light No 10                    
            Supplying and fixing in position C.I. plate of size 1200 x 1200 x 12.7 mm. thick in earth pit having 3660 mm. depth including fitting 2 nos. riser of 50 mm. x 6 mm.G.I strip upto the top of the pit including necessary fabrication etc. with materials and labour as per drawing and specification and instruction of Engineer I/C (excluding cost of GI Strip). Set 10                    
            Providing and fixing in position 50.8 mm. dia. pipe and 2240 mm. long with perforated cap on top in each earth pit as per drawing and specification and instruction of Engineer I/C. Set 10                    
            Filling of earth pit of size 3660 x 1270 x 812 mm. with soft coke dust/ charcoal and salt mix(45:1) in layers of 15 cm. including watering and ramming as per drawing, earthing specification and instruction of Engineer I/C from the bottom of pit upto a level of 457 mm. below the ground level including supplying of all materials. Set 10                    
                                     
    CNMBW 41 10686/AS 26/03/09 MICAPAG EP FOLIUM SAMAICA THERM WRAPPER 0.18 X 1000 X M MT 1000 SINGLE 03/04/09 3 1.AGATE ELECTRO INSULANTS (P) LTD. 2.M/S ISOVOLTA  INDIA PVT  LIMITED.          3.LAKSHMANAN ISOLA (P) LIMITED. NIL L-1 MB/12890/ER DT.27-04-09. LAKSHMANAN ISOLA (P) LIMITED. 198728.00 500 MTS WITHIN 10 DAYS. BALANCE ON REQUEST.
                                     
    CNMBW 42 10687/AS 30/03/09 MFG OF SILVER BEARING COMMUTATOR NO 2 SINGLE 07/04/09 3 1.THE BENGAL COMMUTATOR WORKS.         2.COMMUTATOR MFG.               3.DOLPHIN ELECTRIC (INDIA) NIL L-1 MB/12864/ER DT.22-04-09 DOLPHIN ELECTRIC (INDIA) 275400.00 WITHIN 7 DAYS.