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CA NO GE(N)AMB-35/2026-27 REPAIR TO FENCING, COMPOUND WALL, HARD STANDING, DRAIN AND OTHER ALLIED WORK IN OTM ACCN -I,II AND III OF AGE BR-II UNDER GE (NORTH) AMBALA CANTT
Supply and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage complete all as specified and as directed.
CA NO GE(N)AMB-36/2026-27 REPAIR TO FENCING, COMPOUND WALL, HARD STANDING, DRAIN AND OTHER ALLIED WORK IN JCOS/ORS MD AND OTHER AREA OF AGE BR-II UNDER GE (NORTH) AMBALA CANTT
Supply and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage complete all as specified and as directed.
Improvement of Link Portion of Supplementary Drain RD 24875m connecting to Najafgarh Drain at RD 40090m for the year 2025-26
Providing & Fixing drainage spouts which 100 dia G.I. Pies in deck slab as per drawing & Direction of Engineer-in-Charge.
SITC of new 1 MVA transformer and allied EI work at College Campus of COM and JNM Hospital, Kalyani, Nadia
Core design features:a) Magnetic circuit designed to avoid short circuit paths within core or to the earthed clamping structures. b) Magnetic circuit shall not produce flux components at right angles to the plane of lamination to avoid local heating. c) Least possible air gap and rigid clamping for minimum core loss and noise generation. d) Adequately braced to withstand bolted faults on secondary terminals without mechanical damage and damage/ displacement during transportation and positioning. e) Percentage harmonic potential with the maximum flux density under any condition limited to avoid capacitor overloading in the system. f) All steel sections used for supporting the core shall be thoroughly sand blasted after cutting, drilling, welding. g) Provision of lifting lugs for core coil assembly. h) Supporting framework designed not to obstruct complete drainage of oil from transformer Winding materils: Electrolytic Copper.Maximum Current Density allowed-Maximum 3 amp / sqmm or its better.
LINK CONNECTION OF NEWLY INSTALLAD BIG DIA T/WELL AT RAIPUR KHAL PAR IN WD NO - 101 BR-XII.
SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm
PROVN OF 07X75MT IGLOOS AT FASF KASUBEGU
Lump sum price worked out by the contractor for AREA DRAINAGE WORKS listed in Schedule 'A' Part-VII brought forward from serial page No. 36.