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CA NO. GE AF NO.1 / GUR-55 / 2026-27 REPAIR/ MAINT OF INTERNAL ELECTRIC POINT WIRING AND FITTING AND FIXTURE, CEILING FAN, EXHAUST FAN AND WALL MOUNTED FAN OVERHAULING EARTHING LIGHTENING CONDUCTOR AND OTHER CONNECTED WORKS IN TECH AREA AT 27 ED AN
Excavation in trenches n exc 1.5 wide and n exc 1.5 m in depth for foundation etc or for laying cable etc n exc 10 Sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed.
i. Construction of Road Over Bridge (ROB) with 1 x 60.00 m Camel Back Type Truss Girder and 2 x 24.00 m composite girders for Railway portion at Km 613/20-22 in lieu of LC No. 321, and proposed span of 14 x 20.040 m + 2 x 25.040 m RCC T- beam girder on NH-16 side and 5 x 25.040 m RCC T-beam girder on Govindanagar side with RE wall approach portion at Km 613/18-20 between Golanthra (GTA) and Surla Road (SLRD) stations on the Howrah-Visakhapatnam Main Line under Khurda Road Division. (Both Railway & Approach portion) ii. Construction of Road Over Bridge (ROB) with 1 x 60.00 m Camel Back Type Truss Girder and 2 x 24.00 m composite girders for Railway portion at Km 618/33-35 in lieu of LC No. 324, and proposed span of 13 x 20.040 m RCC T-beam girder on NH-16 side and 6 x 20.040 m RCC T-beam girder on PitatalI side with RE wall approach portion at Km 618/28- 30 between Surla Road (SLRD) and Ichhapuram (IPM) stations on the Howrah- Visakhapatnam Main Line under Khurda Road Division. (Both Railway & Approach portion) iii. Construction of a Road Over Bridge (ROB) consisting of 1 x 30.00 m and 1 x 36.00 m composite girders (Bridge proper) for the railway portion at KM 620/13-15, in lieu of LC No. 325 at KM 620/5-7, in between stations Surla Road (SLRD) and Ichhapuram (IPM) on the Howrah-Visakhapatnam Main Line under Khurda Road Division. The proposed span includes 11 x 18.00 m RCC girders on the Girisola/NH-16 side and 10 x 18.00 m RCC girders on the Pitatal/Danapur side of the State Government portion. (Only Railway Portion)
Supplying and laying 160mm dia. Metre PVC Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge. Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site c o n d i t i o n s (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20%
PROVN OF CENTRAL MAGZINE FOR STORAGE OF AMN AND EXPLOSIVE AT JAK RRC UNDER GE (W) JABALPUR
Item No 03 : Supply, laying, in trenches /ducts/fixing on pole/STR with suitable size of GI clamps made out of GI strip 32 mm x 6 mm, XLPE insulated, screened, earthed, PVC bedded, galvanised steel strip, electric power cable (heavy duty) of size 3 x 95 sqmm with aluminium conductor suitable for 11 KV (E) grade as per relevent IS including latest amendment for IS (ISI marked cable) testing, commissionong along with S&F HT cable route indicatorat every 100mtrs with suitable foundation complete all as specified and directed . Note:- (a) Earth work, EHV cable cover, sand coushioning & GI pipe will be measured and paid seperately. (b) High voltage test to be conducted at site with suitable voltage before and after laying of HT cable and reading shall be recorded jointly and test report to be submitted in triplicate to the Engineer-in-Charge. The cost of the same shall be deemed to be included in the unit rate quoted above.
PROVN OF 03 TOILET BLOCK AND 03 BATHROOM WITH SEPTIC TANK AND SOAKAGE PIT AT BN HQ54 RR, HARD STANDING SHED FOR GENERATORS (26X13 FEET) AT FIELD REPAIR INCREMENT OF 63 RR BN KALAKOT, 2 ALUMINUM PARTITIONING, CONSTRUCTION OF GENERATOR SHED AT SILA GRN
M & L for Sand cushioning to under ground cable laid in trenches for laying of LT UG cable 8 cm depth before laying the cable and 15 cm after laying and punned down to depth of 10 cm as per MES SSR Part -I ( 2009) complete all as specified and directed.
SPECIAL REPAIR TO MT STORES BLDG NO RHA-18 OF 56 FD REGT (JITRA) UNDER AGE B/R-I AND AGE E/M-I OF GE (NORTH) MEERUT CANTT
Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr in depth and getting out including foming of bottom surface for laying of cable / pipe etc in soft/loose soil.
PROVN OF STORAGE SHED 12 FT X 10 FT AND TOILET FOR GENTS AND LADIES AT ECHS POLYCILINC UNDER GE GUWAHATI
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, taking out/laying UG cable etc. not exceeding 10sq.m on plan and not exceeding 1.5m in depth and getting out in soft soil complete all as specified and as directed.