Loading
Loading…
Loading…
6,106 results • Best match
Jack Pushing of M.S. Pipe of 200 mm dia. Through 600 mm dia. M.S. pipe by Hydraulic Jacking Technique method through RLY. Track at KM 52...near Radhikapur Railway Station (RDP) for Chakdilal and its adjoining mouzas water supply scheme
REPAIR TO CERTAIN B R WORKS OF CENTRAL AMENITIES AREA AT NORTH OF RAILWAY LINE UNDER GE MISSAMARI
M&L for water proofing treatment to RCC roof slab, including parapet comprising with the following course of treatment/specification from bottom to top, including of old unserviceable roof treatmnt including PCC padding complete all as specified and directed:- (i) Cleaning of old concrete surfaces of roof, picking sweeping cleaning the surface to remove all loose dust and thoroughly washing down with clean water and dried complete and providing PCC 25mm thick average thickness Type B0 (using 20mm graded aggregate) as levelling course (ii) Rendering 10mm thick in CM (1:4) mixed with and including water proofing compound as per manufacture instruction on existing roof surface true to level after applying cement slurry @ 3Kg/Sqm over RCC slab when concrete is green (iii) Applying one coat of bituminous primer @ 0.40 Ltr/Sqm. (iv) Supply and laying 3mm thick APP based olymeric membrane of approved manufacturer with weight not less than 3.50 Kgs per Sqm, reinforced with non-woven polyester febric weight not less than 160gms per Sqm. Polymeric membrane shall be taken to a height of 30cm(minimum) and than inserted inside the groove of parapet wall and shall be finished by a membrane flashing. (v) One coat of Solar reflective bituminious Aluminium paint of approved brand to be provided over the APP membrane as per manufacturers instructions. Note : (a) Work shall be carried out through specialized applicator approvrd by GE. Contractor shall submit sufficent documents/Credentials in support of Applicator whom he wants the work excuted. (b) Laying APP based polymeric membrane shall be done torch on method as per manufactures instructions. (c) A minimum overlap of 100mm and 75mm should be made at the end and sides of the polymeric membrane respectively and sealed all overlaps and joints as per manufacturers instruction
Work for Providing Drinking Water Facility for Railway Station Suratgarh under Deposit Head (Railways) under Division Suratgarh
17.87 Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment s for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB s. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVCRubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes Inspection chambers. Pipe in the manholeinspection chamber s wall shall deemed to be included in the item of manholeinspection chamber shall not be payable. 17.87.1 In all type of soils 17.87.1.1 600 mm dia 12 mm thick casing pipe
Supply, Installation, Commissioning and after sales service for Comprehensive (consecutive 3 years/36 months from the Date of Commissioning) for Automatic Water Logging Detection, measurement, reporting with mitigation System for vulnerable ... LHS/RUB/SUBWAYS/ Railway running ... running track in ...
Description :Supply, Installation, Commissioning and after sales service for Comprehensive (consecutive 3 years/36 months from the Date of Commissioning) for Automatic Water Logging Detection, measurement, r eporting with mitigation System for vulnerable LHS/RUB/SUBWAYS/Railway running track in low lying areas in the section of AEN/1/ASN for the utilization of Bridge No 452/A in the Block Section of OYR-UDL. Make Om Energy Savers or Similar. [ Warranty Period: 30 Months after the date of delivery ] ] Consignee SSE/WORKS/Line/UDL, ER West Bengal 1.00 Set Inspection Details Stage Inspection Not Required
Supply and Erection of street light poles on Jodhe Petrol Pump to Sekha Phatak via Railway Station
Supply and Erection of street light poles on Jodhe Petrol Pump to Sekha Phatak via Railway Station
Construction of ROB in lieu of existing LC No.16 at Railway Km.38/22-24 Near Putlur Railway Station at Km.1/8 of TRTC road (NH205) to Putlur road (Balance work)
Vibrated Reinforced Cement Concrete of M25 Grade (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all metarials to site and cost of cement at site excluding cost and fabrication of steel but including cost of form work, soft water, labours charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges ect., complete for for COLUMN OF STAIRCASE as per MORT&H Vth Rev. No.1000, 1500, 1700 & 2200.