| 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. | |||||||||||||||||
| 2007 | Aug | PR | 1 | PROJ/NASL/002 | 1-Aug-07 | Mobilization of necessary equipment, men and materials to the site and demobilization of the same including fooding, preparation of tent, etc. for carrying out the entire job. | LS | 1 | Single(1) | 7-Aug-07 | 3 | 3 (S.S.D. Consulting Engineers, Geocons, Budhlani Builders Pvt. Ltd.) | Nil | Lowest tender(L1) | BLL/PROJ/NASL-R/001 Dt. 08.08.07 | S.S.D. Consulting Engineers | 109000 | 21 days from order. | |
| Boring 150mm dia hole (land bore hole) in all kinds of soil up to a maximum depth of 10.0 m below the existing ground level by mechanical power winch (shell & auger) including as follows:- [Note : Boring will be terminated at rock layer / refusal level where N>100] | B.H. | 7 | |||||||||||||||||
| Field Test :- | |||||||||||||||||||
| Conducting Standard Penetration Test at 3.0m intervals as per IS2131 and collecting the sample and leveling. | |||||||||||||||||||
| Collection of Undisturbed sample in 100mm dia 450mm long sample tubes from cohesive soil only at 3m interval as per IS 2132. | |||||||||||||||||||
| Conducting following necessary laboratory test on selected soil. | |||||||||||||||||||
| Triaxial test/direct shear (drained, undrained) for found out the shear parameter. | |||||||||||||||||||
| Bulk Density | |||||||||||||||||||
| Specific Gravity | |||||||||||||||||||
| Grain size distribution by Sieve analysis | |||||||||||||||||||
| Atternerg limit | |||||||||||||||||||
| Natural Moisture Content | |||||||||||||||||||
| Consolidation Test | |||||||||||||||||||
| Completion of field and laboratory test results including recommendation and conclusion with submission of the report both in soft copy (CD) and hard copies(three copies properly bound). | |||||||||||||||||||
| CNMBW | 2 | 9102/AS | 2/8/2007 | POLYESTER FILM WITH NOMEX PAPER ON BOTH SIDE-5MILS | KG | 5 | SINGLE | 9/8/2007 | |||||||||||
| PR | 3 | PROJ/DVC-BIADA/035 | 4-Aug-07 | Earthwork in excavation 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. | Single(1) | 11-Aug-07 | |||||||||||||
| All kinds of soil | 200 | Cum | |||||||||||||||||
| Ordinary rock | 20 | Cum | |||||||||||||||||
| Hard rock ( requiring blasting) | 10 | Cum | |||||||||||||||||
| Extra over item 1 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 | |||||||||||||||||
| 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. | 10 | Cum | |||||||||||||||||
| Dressing, watering & ramming in layers not exceeding 15 cm. In embankments etc. formed by excavated earth | 250 | Cum | |||||||||||||||||
| Compaction of earth work by rolling with power roller of suitable capacity including watering etc. for banking excavated earth in layers not exceeding 15 cm in depth. | |||||||||||||||||||
| only the top-most layer | 150 | Cum | |||||||||||||||||
| Rolling each layer after banking excavated earth in layers not exceeding 20cm in depth | 150 | Cum | |||||||||||||||||
| Levelling & Dressing of the ground 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 | |||||||||||||||||||
| a) With sand | 100 | Cum | |||||||||||||||||
| b) With Moorum | 50 | Cum | |||||||||||||||||
| One Brick flat soling with bricks of Class designation 50 grouted with sand including ramming & dressing bed to proper level & filling joints with sand etc complete | 100 | Sqm | |||||||||||||||||
| 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 :3 :6 | 25 | Cum | |||||||||||||||||
| 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 superstructure and foundation with : | |||||||||||||||||||
| Concrete mix 1: 2 : 4 | 260 | Cum | |||||||||||||||||
| Concrete mix 1: 1.5 : 3 | 10 | Cum | |||||||||||||||||
| 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. | 15 | MT | |||||||||||||||||
| Brickwork in foundation, superstructure and 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 directions : | |||||||||||||||||||
| With 1: 4 cement mortar | 10 | Cum | |||||||||||||||||
| With 1: 6 cement mortar | 120 | 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. | 100 | Sqm | |||||||||||||||||
| Extra for providing & placing in position 2 nos. 6 mm dia MS bars at every 3rd course of half brick masonry with F.P.S. Bricks of Class designation 50. | 75 | Sqm | |||||||||||||||||
| 75mm. thick brickwork with Bricks of Class designation 50 in cement mortar (1:3) with coarse sand in superstructure including curing complete etc. | 50 | Sqm | |||||||||||||||||
| 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. | 540 | Sqm | |||||||||||||||||
| 25 mm thick Damp proof course of cement concrete (1:2:4) with 13 mm. & down stonechips, coarse sand including chequering, finishing, curing, shuttering etc. complete. | 20 | Sqm | |||||||||||||||||
| Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.78 kg/m2 on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil. | 20 | Sqm | |||||||||||||||||
| 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 | |||||||||||||||||||
| i) With mix 1:4 ( 1 Cement : 4 Coarse sand ) | 10 | Sqm | |||||||||||||||||
| ii) With mix 1:6 ( 1 Cement : 6 Coarse sand ) | 1600 | Sqm | |||||||||||||||||
| 12 mm th. cement plaster | |||||||||||||||||||
| i) With mix 1:4 ( 1 Cement : 4 Coarse sand ) | 10 | Sqm | |||||||||||||||||
| ii) With mix 1:6 ( 1 Cement : 6 Coarse sand ) | 1500 | Sqm | |||||||||||||||||
| Extra over item (16) for adding & mixing thoroughly water-proofing reagent (such as cico, acco proof, Impermo etc.) in cement plaster in proportion recommended by the manufacturers: | |||||||||||||||||||
| i) 12 mm cement plaster 1 : 4 | |||||||||||||||||||
| ii) 20 mm cement plaster 1 : 4 | 1600 | Sqm | |||||||||||||||||
| 6 mm thick plastering of ceiling with cement mortar 1 : 3 ( 1 Cement : 3 Fine sand ) to exposed faces of R.C.C. slabs, sides & soffits of beams in all floors and at all heights inclusive of cost of all materials. | 250 | Sqm | |||||||||||||||||
| Neat cement punning about 1.5 mm. Thick in wall, dado, windowsill, floor, drain etc. | 400 | Sqm | |||||||||||||||||
| Providing Chemical emulsion Chlorpyriphos / Lindane emulsifiable concentrate of 20% in sealed containers including delivery | 50 | Litre | |||||||||||||||||
| Diluting and injecting chemical emulsion Chlorpyriphos / Lindane E.C. 20% with 1% concentration for PRE CONSTRUCTIONAL anti-termite treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 Coarse sand) to match the existing floor. (excluding the cost of chemical emulsion). | 250 | Sqm | |||||||||||||||||
| CNMBW | 4 | 9103/AS | 6/8/2007 | MFG. OF NEW SILVER BEARING COMMUTATYOR AS PER SAMPLE.WITH NEW STEEL HUBS.NO OF SEG: 195 SEG-LENGTH:-107MM, RISER DIA 320MM EISER WIDTH- 15MM, | NO | 1 | SINGLE | 13/08/07 | 3 | THE BENGAL COMMUTATOR WORKS ,DOLPHIN ELECTRIC (INDIA), COMMUTATOR MFG. | NIL | L-1 | MB/11248/ER DT:29/08/07 | THE BENGAL COMMUTATOR WORKS. | 69680 | WITHIN 30 DAYS | |||
| CNMBW | 5 | 9105/AS | 6/8/2007 | SILVER BRG. COMMUTATOR AS PER SAMPLE. 147 SEG. SEG.DIA290,RISER DIA: 348MM.SEG.LENGTH-209MM RISER LENGTH:20MM | NO | 1 | SINGLE | 13/08/07 | 3 | THE BENGAL COMMUTATOR WORKS ,DOLPHIN ELECTRIC (INDIA), COMMUTATOR MFG. | NIL | L-1 | MB/11250/ER DT: 29/08/07 | COMMUTATOR MFG. | 128960 | WITHIN 30 DAYS | |||
| CNMBW | 6 | 9106/AS | 6/8/2007 | EN.COPPER COND. AS IS-3855, GR OF COVERING-E2. BARE SIZE(1.6X10.95)MM | KG | 110 | SINGLE | 11/8/2007 | |||||||||||
| CNMBW | 7 | 9107/AS | 6/8/2007 | EN.DGC COPPER COND. AS PER IS-10114 BARE SIZE: (1.4X6.3) | KG | 110 | SINGLE | 11/8/2007 | |||||||||||
| CNMBW | 8 | 9108/AS | 6/8/2007 | MFG.OF SILVER BEARING COMMUTATOR OF 171 SEG. SEG. DIA: 295MM,RISER DIA: 292MM,SEG.LENGTH:129MMRISER LENGTH:14MM. | NO | 2 | SINGLE | 13/08/07 | 3 | THE BENGAL COMMUTATOR WORKS ,DOLPHIN ELECTRIC (INDIA), COMMUTATOR MFG. | NIL | L-1 | MB/11249/ER DT: 29/08/07 | THE BENGAL COMMUTATOR WORKS. | 133120 | WITHIN 45 DAYS | |||
| CNMBW | 9 | 9119/AS | 6/8/2007 | POLYGLASS BANDING TAPE H200,03MMX20MMX200MT.INTAF | RL | 30 | SINGLE | 13/08/07 | |||||||||||
| PR | 10 | PROJ/NASL/003 | 7-Aug-07 | 33KV, 1250A, 25KA rated short circuit breaking capacity SF6/ Vacuum Circuit Breaker, Outdoor type complete with operating mechanism control kiosk, terminal connectors etc. as per enclosed Technical Specification | No. | 5 | Single(1) | 16-Aug-07 | |||||||||||
| 11 | PROJ/NASL/004 | 7-Aug-07 | 33 KV Control & Relay Panel as per enclosed Technical Specification | Nos. | 1 | Single(1) | 16-Aug-07 | 2 | 2 (ABB Limited, Technocommerce) | nil | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/017 Dt. 23.11.07 | QUE Solutions (channel partner of ABB Ltd. for this region) | 1288705 | 6 weeks from drawing approval | ||||
| 12 | PROJ/NASL/005 | 7-Aug-07 | 36KV, 800A, OFF LOAD double break central post rotating Isolator with earth Switch along with terminal connector and operating Mechanism | Nos. | 4 | Single(1) | 16-Aug-07 | 3 | 1 (Ultima Switchgears Pvt. Ltd.) | 2 (Crompton Greaves Ltd., G.K. Electricals) | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/015 Dt. 21.11.07 | Ultima Switchgears Pvt. Ltd. | 616908 | 30 days from Drg. & GTP approval | ||||
| 36KV, 400A, OFF LOAD double break central post rotating Isolator without earth Switch along with terminal connectors and operating Mechanism. | set | 6 | |||||||||||||||||
| 12KV Triple Pole 200A single break (Tilting Type) OFF LOAD Air Break switch for Mounting on DP Structure, including fabrication of Mounting Arrangement. | set | 4 | |||||||||||||||||
| 12KV, 400A Horn Gap Fuse set. | set | 1 | |||||||||||||||||
| 13 | PROJ/NASL/006 | 7-Aug-07 | 33KV single phase, 25KA, 3 Core out door type Current Transformer of ratio 800-400/1/1/1 as per enclosed Technical Specification | Nos. | 15 | Single(1) | 16-Aug-07 | ||||||||||||
| 14 | PROJ/NASL/007 | 7-Aug-07 | 33KV Single Phase out door type Potential Transformer of ratio 33000V/√3/110V/√3 as per enclosed Technical Specification | Nos. | 3 | Single(1) | 16-Aug-07 | 3 | 3 (Crompton Greaves Ltd., Kapco Electric Pvt.Ltd., Vidyut Control Systems Pvt. LTd.) | nil | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/016 Dt. 23.11.07 | Kapco Electric Pvt. Ltd. | 76904 | 60 days from Drg. & GTP approval | ||||
| 15 | PROJ/NASL/008 | 7-Aug-07 | 33KV, 10KA Lightning Arrester heavy duty, metal oxide type as per technical specification. | Nos. | 24 | Single(1) | 16-Aug-07 | 3 | 3 (Areva T&D Ltd., Oblum Electrical Industries Pvt. Ltd., Crompton Greaves Ltd.) | nil | Lowest tendere(L1) | BLL/PROJ/NASL-R/ORD/007 Dt. 29.09.07 | Areva T&D Ltd. | 240924 | 30 days from drg., GTP approval | ||||
| PR | 16 | PROJ/NASL/009 | 9-Aug-07 | 37/3.0 mm ACSR (Panther) Conductor for use on 33KV Transmission lines as per enclosed Technical Specification | Km. | 10.5 | Single(1) | 20-Aug-07 | 2 | 2 (Guptal Cables Pvt. Ltd., Sterlite Optical Technologies Ltd.) | nil | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/008 Dt. 29.09.07 | Gupta Cables Pvt. Ltd. | 1285301 | 45 days | |||
| 17 | PROJ/NASL/010 | 9-Aug-07 | Rail Poles 13 mtr. (52kg/mtr.) and as per enclosed Technical Specification | Mtr. | 30 | Single(1) | 20-Aug-07 | 1 | Narindra & Narindra Steel Corporation | nil | BLL/PROJ/NASL-R/ORD/009 Dt. 01.10.07 | Narindra & Narindra Steel Corporation | 1454562 | 7 days | |||||
| CN_SGW | 18 | BLL/328 | 3-Aug-07 | POWER PACK | NOS | 70 | 1 | 13-Aug-07 | 2 | N/A | N/A | L(1) | HR/42769/3416,DT.22.8.07 | HYECO SYSTEMS & DEVICES | 2.07 | OCT'07 | |||
| 19 | BLL/329 | 4-Aug-07 | FASTENERS | NOS | 11355 | 1 | 13-Aug-07 | 2 | N/A | N/A | L(1) | HR/42777, DT.23.8.07 | UTTAM ENTERPRISES | 0.32 | OCT'07 | ||||
| HR/42778, DT.23.8.07 | SANJAY HARDWARE AGENCY | 0.09 | " | ||||||||||||||||
| 20 | BLL/330 | 6-Aug-07 | COPPER STRIP | KG | 161 | 1 | 10-Aug-07 | 2 | N/A | N/A | L(1) | HR/42771, DT.22.8.07 | BHARAT METAL | 0.77 | SEP'07 | ||||
| 21 | BLL/331 | 16-Aug-07 | SOLDER 50/50 | KG | 139 | 1 | 20-Aug-07 | 3 | N/A | N/A | L(1) | HR/42770, DT.22.8.07 | CLASSIC ENTERPRISE | 0.72 | OCT'O7 | ||||
| CNMBW | 22 | 9117/AS | 18/08/07 | DUAL COAT ENAMELLED COPPER WIRE.14SWG, IS13730-1973 | KG | 185 | SINGLE | 24/08/07 | 3 | PARAMOUNT CONDUCTORS LT. SWARNAGIRI WIRE INSULATIONS PVT.LTD., SAGUN COPPER CONDUCTORS (P)LTD. | NIL | L-1 | MB/11261/ER DT: 13/09/07 | SAGUN COPPER CONDUCTORS LTD | 90949.54 | WITHIN THREE WEEKS | |||
| CN_ADM | 23 | AD/ENQ/0351 | 18-Aug-07 | RENOVATION OF R&D LAB AT SGW | NO | 1 | 2 | 28-Aug-07 | 2 | 1) WALLS & ROOFS, 2) APEX CONSTRUCTION | L1 | AD/HR/2048/SER DT. 03.10.2007 | M/S WALLS & ROOFS | 2.45 | 60 Dyas from the date of receipt of order. | ||||
| PR | 24 | PROJ/NASL/011 | 14-Aug-07 | Portland Slag Cement | Ton | 60 | Single(1) | 22-Aug-07 | |||||||||||
| 25 | PROJ/NASL/012 | 14-Aug-07 | MS Rod - 6 mm. | Ton | 1.5 | Single(1) | 22-Aug-07 | ||||||||||||
| TMT Bar (Fe 415) - 8 mm | Ton | 3 | |||||||||||||||||
| TMT Bar (Fe 415) - 12 mm | Ton | 5 | |||||||||||||||||
| CN-ADM | 26 | AD/ENQ/0357 | 21-Aug-07 | DOOR FRAME METAL DETECTOR | NO | 2 | 1 | 31-Aug-07 | |||||||||||
| 27 | BLL/332 | 22-Aug-07 | TOROIDAL CORE | NOS | 1064 | 1 | 30-Aug-07 | 3 | N/A | N/A | L(1) | HR/42824, DT.5.9.07 | SAI DARSHAN ELECTRICAL | 3.81 | OCT'07 | ||||
| PR | 28 | PROJ/DVC-BIADA/036 | 27-Aug-07 | TMT Bar (Fe 415) - 20 mm | Ton | 0.6 | Single(1) | 3-Sep-07 | 3 | 3 (Hemadri Steel Traders, Sandeep Entereprises, Raja Traders) | Nil | Lowest tender(L1) | BLL/PROJ/DVC-BIADA/ORD/038 Dt. 07.09.07 | Sandeep Enterprises | 86736 | 3 days, staggered | |||
| TMT Bar (Fe 415) - 25 mm | Ton | 2 | |||||||||||||||||
| 29 | PROJ/DVC-BIADA/037 | 27-Aug-07 | TRANSPORTATION OF BRICKS FROM KILN TO DVC, BIADA SITE INCLUDING NECESSARY LOADING AND UNLOADING AS PER THE INSTRUCTION OF BLL SITE-IN-CHARGE. | no. | 225000 | Single(1) | 3-Sep-07 | ||||||||||||
| 30 | BLL/333 | 28-Aug-07 | FIXED PT | NOS | 15 | 1 | 5-Sep-07 | ||||||||||||
| 31 | BLL/334 | 28-Aug-07 | FR PVC FLEXIBLE CU.WIRE | MTR | 235100 | 1 | 11-Sep-07 | 4 | N/A | N/A | L(1) | HR/42936, DT.6.10.2007 | BHAGIRATH ELECTRIC | 16.87 | SEP'08 | ||||
| HR/42937, DT.6.10.2007 | ECKO CABLES PVT.LTD. | 8.34 | " | ||||||||||||||||
| PR | 32 | PROJ/NASL/013 | 28-Aug-07 | BRICKS (1st Class) | Nos. | 50000 | Single(1) | 6-Sep-07 | 3 | 3 (Jaya Enterprises, B.K. & Brothers, Jai Matadi Stone Chips Crusher) | Nil | Lowest tender(L1) | BLL/PROJ/NASL-R/012 Dt. 09.10.07 | Jai Matadi Stone Chips Crusher | 1.82 | 3 days. Delivery will be staggered depending on site requirement. | |||
| 33 | PROJ/NASL/014 | 28-Aug-07 | SAND (Medium Course) | cft | 10000 | Single(1) | 6-Sep-07 | 3 | 3 (Hari Om Construction, Om Enterprises, Kanhaiya Construction) | Nil | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/005 Dt. 10.09.07 | Hari Om Construction | 101250 | 3 days of placement of order. Staggered delivery | ||||
| 34 | PROJ/NASL/015 | 28-Aug-07 | STONE CHIPS (3/4" Pure) | cft. | 6000 | Single(1) | 6-Sep-07 | 3 | 3 (Maa Bhawani Construction, Hari Om Construction, Om Enterprises) | Nil | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/010 Dt. 6/10/07 | Hari Om Construction | 1.45 | 3 days, staggered delivery | ||||
| STONE CHIPS (3/4" Down) | cft. | 500 | |||||||||||||||||
| CNMBW | 35 | 9149/AS | 28/08/2007 | EN DGC COPPER COND.(2.5X14.25)MM2.E2G2.IS10114 | KG | 285 | SINGLE | 3/9/2007 | 2 | SWARNAGIRI WIRE INSULATIONS PVT.LTD.,SAGUN COPPER CONDUCTORS(P)LTD. | NIL | L-1 | MB/11276/ER DT: 13/09/07 | SWARNAGIRI WIRE INSULATIONS PVT.LTD. | 136699 | WITHIN FOUR WEEKS | |||
| CNMBW | 36 | 9151/AS | 28/08/2007 | H-71 THINNER-218 | KG | 200 | SINGLE | 4/9/2007 | 2 | BRITISH ELECTRIC MANUFACTURING CO., CMD TECHNO | NIL | L-1 | MB/11279/ER DT: 14/09/07 | BRITISH ELECTRIC MANUFACTURING CO. | 41176 | 50% WITHIN 10 DAYS, BALANCE ON REQUEST | |||
| CNMBW | 37 | 9151/AS | 28/08/2007 | THINNER 205 FOR ELMO N-160 | KG | 200 | SINGLE | 4/9/2007 | 2 | BRITISH ELECTRIC MANUFACTURING CO., CMD TECHNO | NIL | L-1 | MB/11279/ER DT: 14/09/07 | BRITISH ELECTRIC MANUFACTURING CO. | 2200 | 50% WITHIN 10 DAYS, BALANCE ON REQUEST | |||
| CNMBW | 38 | 9151/AS | 28/08/2007 | ELMOTHERM-H71A VARNISH | KG | 420 | SINGLE | 4/9/2007 | 2 | BRITISH ELECTRIC MANUFACTURING CO., CMD TECHNO | NIL | L-1 | MB/11279/ER DT: 14/09/07 | BRITISH ELECTRIC MANUFACTURING CO. | 19425 | 50% WITHIN 10 DAYS, BALANCE ON REQUEST | |||
| CNMBW | 39 | 9150/AS | 28/08/2007 | LABOUR CHARGES FOR COMMUTATOR REMICA AS PER SAMPLE | NO | 1 | SINGLE | 3/9/2007 | 2 | THE BENGAL COMMUTATOR WORKS, DOLPHIN ELECTRIC (INDIA) | NIL | L-1 | MB/11278/ER DT: 14/09/07 | THE BENGAL COMMUTATOR WORKS | 75000 | WITHIN 30 DAYS | |||
| 40 | PROJ/NASL/016 | 28-Aug-07 | Construction of Boundary Wall at NASL, Hotwar, Ranchi site as per drawing (no. NASL/NESCL/RANCHI/CI/001), NESCL's specification and field quality plan enclosed including supply of all consumables, shuttering materials, labour, tools, tackles etc.to complete the boundary wall as per instruction of BLL & NASL Site Engineer | RM | 100 | Single(1) | 6-Sep-07 | 3 | 3 (Hari Om Construction, Om Enterprises, Kanhaiya Construction) | Nil | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/006 Dt. 10.09.07 | Om Enterprises | 469000 | 45 days from order. | ||||
| Supply & Fixing of MS Angle (MSA 50 x 50 x 6) including fabrication to shape & painting | KG | 500 | |||||||||||||||||
| Supply & Fixing of GI Barbed wire including all fitting & fixing arrangement to fixed over the boundary as per drawing | KG | 500 | |||||||||||||||||
| PR | 41 | PROJ/NASL/017 | 29-Aug-07 | Preparation of Level Diagram based on existing Soil Level and Road Level | Set | 1 | Single(1) | 5-Sep-07 | |||||||||||
| Design of Service Building based on data as per Sl. No. 1 above | Set | 1 | |||||||||||||||||
| Arrangement and detail fabrication drawings for 33KV single circuit line on 13 metre Rail pole. | Lot | 1 | |||||||||||||||||
| 42 | PROJ/NASL/018 | 29-Aug-07 | Supply : | Single(1) | 5-Sep-07 | ||||||||||||||
| Bamboo - 28 ft. | no. | 400 | |||||||||||||||||
| Corrogated sheet 10' x 3' (Heavy Gauge) | nos. | 50 | |||||||||||||||||
| Corrogated sheet 7' x 3' (Medium Gauge) | nos. | 90 | |||||||||||||||||
| Nail 2" | kg | 5 | |||||||||||||||||
| Nail 2-1/2" | kg | 5 | |||||||||||||||||
| Nail 3" | kg | 5 | |||||||||||||||||
| Binding Wire (GI) | kg | 5 | |||||||||||||||||
| Sal Balla - 15' height, 125mm dia | no. | 2 | |||||||||||||||||
| PVC Sheet (medium gauge) | kg | 4 | |||||||||||||||||
| Darma (made with bamboo) | sq.ft | 5000 | |||||||||||||||||
| M.S. Sheet Door (6' x 2-1/2') with angle frame | no. | 3 | |||||||||||||||||
| M.S. Window (as per site requirement) (2-1/2' x 2-1/2') | no. | 3 | |||||||||||||||||
| Erection : | |||||||||||||||||||
| Construction of Site-cum-Store Office as per drawing and as per the instruction of BLL Project-In-Charge / Site-In-Charge. | 1 | LS | |||||||||||||||||
| Construction of Labout Hut as per drawing and as per the instruction of BLL Project-In-Charge / Site-In-Charge | 1 | LS | |||||||||||||||||
| Construction of Security Room as per drawing and as per the instruction of BLL Project-In-Charge / Site-In-Charge | 1 | LS | |||||||||||||||||
| PR | 43 | PROJ/NASL/019 | 31-Aug-07 | Hiring of Security Guard for NASL, Ranchi site | no. | 1 | Single(1) | 7-Sep-07 | |||||||||||
| 44 | PROJ/NASL/020 | 31-Aug-07 | Hiring of Store Keeper for NASL, Ranchi site | no. | 1 | Single(1) | 7-Sep-07 | ||||||||||||
| 45 | PROJ/NASL/021 | 31-Aug-07 | Hiring of Civil Service Personnel for NASL, Ranchi Site | no. | 1 | Single(1) | 7-Sep-07 | 3 | 3 (Secure Security Services, Climax Security Service, Life Guard Security Agency) | Nil | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/013 Dt. 11.10.07 | Life Guard Security Agency | 8000/- p.m. | Hiring period for maxm. 6 months. | ||||