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Shifting of pipe line due to widening of Chakdah Bongoan road from Chakdah Chowmatha to Chakdah Bus stand and other allied pertinent works at Palagacha Zone- I under Chakdah Surface based PWSS under Nadia Arsenic Division-I,P.H.E. Dte.
Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future. N.B- i) Manufacture's test ....recovered from the bill. ii) Laying of pipeline including cost of pipe & fittings/specials but excluding cost of valves. (B) Pressure Rating : PN 10 a) 75mm dia
NER-LJN Division:-:DMG: (1)Improvement of approach road & Circulating area. (2) Improvement of platform surface PF-1 & PF-2. (3) Provision of additional water booth 02 nos. at PF-1 & PF-2. (4) Repairing of PF fencing.
77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing 18.7 the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall 82 18.7.2 20 mm nominal dia Pipes Metre 160 325.1 52016 83 18.7.3 25 mm nominal dia Pipes Metre 200 408.55 81710 Providing and fixing G.I. pipes complete with G.I. 18.12 fittings including trenching and refilling etc.- External work 84 18.12.5 40 mm dia nominal bore Metre 200 558.35 111670 LUCKNOW-NER-DIVISION-ENGINEERING/NORTH EASTERN RLY Making connection of G.I. distribution branch with G.I. main of following sizes by providing and 18.13 fixing tee, including cutting and threading the pipe etc. complete : 85 18.13.1 25 to 40 mm nominal bore Each 8 757.1 6056.8 18.15S BRASS FITTINGS Providing and fixing brass bib cock of approved 18.15 quality : 86 18.15.1 15 mm nominal bore Each 28 303.85 8507.8 87 18.15.2 20 mm nominal bore Each 8 327.95 2623.6 Providing and fixing gun metal gate valve with 18.17 C.I. wheel of approved quality (screwed end) : 88 18.17.1 25 mm nominal bore Each 8 532.35 4258.8 89 18.17.3 40 mm nominal bore Each 8 707.3 5658.4 18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary 18.32 excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 18.32.1 With common burnt clay F.P.S.(non modular) Each 8 1712.15 13697.2 90 bricks of class designation 7.5 18.48 Providing and placing on terrace (at all floor Litre 4000 9.7 38800 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking 91 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Total 67183534.62
Supply of labour for hand laying patchwork work on various main roads in Isanpur ward, South Zone
applying bitumen on road surface at the rate 2.5 kg/
Road Signage Work on the Road from Babe ilm Gate to Quila via Topkhana Gate.
Cat Eyes (raised pavement marker). Supply & fixing of moulded cats eye with shank raised pavement markers made of polycarbonate moulded body and reflected pannel with micro prismatic lens capable of providing total internal reflection of the light entering the lens face conforming to ASTMD for 4280 type 'H' and complying to specification of categories a of MORTH CIRCULAR NO RW/NH/33023/10-07-DO-III 11-06-1997. The height, width and length shall not exceed 20 mm 150 mm and 105 mm and with minimum relfective area of 13 sqcm. and the each side slope to the base shall be 350. Fixing will be without nails but using with twin polymer shanks bitumen adhesive on bitumen roads as per manufacture's recmmendation including site clearence etc. and complete as per direction by E/I.
Electrical work in connection with provision of Electronics interlocking under remodeling work at LJN yard, Proposal for extension of electric loco shed at Lucknow Jn. yard, CYM Building at coaching Depot ASH and development of goods platform ... platform surface , ... approach road at
All work pertaining to Horizontal Directional Drilling (HDD)/Boring and trench less cabling. It includes supply, transportation and insertion of self-lubricated HDPE pipe and laying of 48 cable in boring under the track/road by using different sizes of pipes depending on total number of cables will be crossed. The depth of horizontal boring should be minimum 3.0 Mtrs from rail flange/road level. This item will be used for track crossing of running lines. By using self-lubricated HDPE pipe of 120/125 mm outer dia in the bore and the laying of cables in the bore and the laying of cables in the bore under the track/road. (HDPE Pipe shall be supplied by contractor)
Repairs and maintenance of bridges (sub structure), Road works including Platform surface, Circulating area, Level crossing etc. in the jurisdiction of Senior Section Engineer [Works]/Naihati [from Km 23/7 to 70/11] under Assistant Engineer/ Kanchrapara [Zone No. 01, period ending 30.06.2027].
