| 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. | ||||