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Tender For sw-i : aden/sklr sub div:- construction of boundary wall along the track approaches of has & sbhr stations for a length of 1500mtrs.sw-ii : mys-y - construction of side drain - 2180m (km.104/000- 104/07, 111/04-111/700,119/100-199/400, 121/300-121/600, 122/700-127/900 dn line, 128/700-128/900 lh & rh, 116/450-116/700 b/w up & dn )sw-iii - mys-y - construction of side drain - 1630m (km.106/630-107/000-up, 114/100-114/380-dn, 116/400-114/600-dn, 116/900-117/100-dn, 117/260-117/500-up, 130/700-131/040-dn )sw-iv - mys-hln improvements to cess at scattered locationssw-v - aden-mys subdivision- improvements to cess in mys-cmnr section at scattered locations
Tender For removal of vegetation, bushes in midsection along side track in between the tracks, side drain, catch water drain cleaning in senior section engineer/permanent way/mangalore section for a period of 2 years.
Tender For removal of vegetation, bushes in midsection along side track in between the tracks, side drain, catch water drain cleaning in senior section engineer/permanent way/calicut section for a period of 2 years.
Tender For removal of vegetation, bushes in midsection along side track in between the tracks, side drain, catch water drain cleaning in senior section engineer/permanent way/quilandy section for a period of 2 years.
Tender For removal of vegetation, bushes in midsection along side track in between the tracks, side drain, catch water drain cleaning in senior section engineer/permanent way/kannur section for a period of 2 years.
Tender For removal of vegetation, bushes in midsection along side track in between the tracks, side drain, catch water drain cleaning in senior section engineer/permanent way/kasaragod section for a period of 2 years.
Tender For execution of earthwork in formation by filling and cutting, blanketing, side drain, central drain catch water drain, protection work, p. way track linking work, p. way fitting, transportation of p. way materials, supply of ballast, construction of service buildings, construction of fob & metalizing work etc. of kechobahal yard modification in connection with gct to serve m/s ntpc, darlipali stpp (deposit terms) under the jurisdiction of dy. chief engineer/con/rourkela of s. e. railway. estimate no.: 2057w/2025.
Tender For supply and execution items for reliability improvement of signalling inst. section of sr. dste/1/lko of lucknow div. nr. - excavating and refilling of trench to the level of ground with rammed earth asper drg. no.(nr/s&t/con/1.1/97a) so as not to form a drain 0.3 mtrs wide & 1mtr deep on both side of the station along side the track. it shall confirm to the safe distance as per signalling and cable plan in all type of soil, it also includes clearence of roots of trees and bushes., excavating and refilling of trench 0.3 mtrs wide & 0.8 mtr deep on pitced/stone/bricks paved surface, road/crossing/platform etc. and restoration of surafce to original condition., laying of signalling/telecom/power cables of different sizes as per attached guidelines (drg. no.(nr/s&t/con/1.1/97a) or latest on signalling cable laying and as per cable route plan approved by railways through trenches, rcc pipe, dwc pipe, gi pipe etc and meggering of cable before and after its laying of all type of outdoor cables. contractor have to transport cable from any store of lko division to site carefully. meggering to be done for each drum separately. meggering sheets to be supplied and filled up by contractor and submitted to railways, as per instructions by consignee., supply and laying of 2nd class bricks in the trench and laying as per drg. no. (nr/s&t/con./1.1/97a) or latest and as per instruction of the site engineer., boring and trenchless cabling along with supply and insertion of hdpe/dwc self lubricated pipes as per rdso spec no. rdso/spn/204/2011 ver 1.1 or latest of 120mm nominal dia in the bore at the depth of 1.4 meter to 2.1 meter from formation level (level of earth below ballast) as per drawing and as directed by engineer incharge by trenchless technology for laying of signalling /telecom/power cable under track /culvert etc. cable laying covered separately. inspection-consignee for supply of dwc/hdpe pipe. the following required coupling arrangement should also be supplied: 1. suitable snap fit couplers withrubber o ring, 2. spacers, 3. tees. 4. bend. 5. end cap(1 no. =6mtr ,straigh tpipe). (a) the cost shall include horizontal boring through any intermediate obstruction, either natural or man made or any boundary etc. (b) the rate is inclusive of all the materials equipment and labour required for during trenchless horizontal boring under the railway track. nothing extra shall be admissible on any account than the rate quoted above. (c) the pipeis to be laid underrailway track/road /culvert. all necessary arrangement are to be provideand all precautions are to be end is not deviated from the horizontal level line by more than 250mm in horizontal and vertical direction. (d) the rate shall be inclusive of direction and protection of underground utilities encountered during boring. (e) the payment for boring shall be made only when dwc/hdpe pipe are laid in the bore., concreting unschduled items in concrete of 1:3:6 ratio in cement, coarse sand and aggregate 25mm at different places in the yard and plastering top in fine plaster of 1:4 cement sand ratio. it also includes the excavation of earth as required at site and as per instruction of site incharge. the volume in cubic metres shall include the volume occupied by any ci foundation, trestle, ms angle or flat or gi pipe required to be embedded in the casting. cement coarse sand and aggregate 25mm are to be supplied by the contractor., earth work for excavation and refilling around location boxes and signals etc. where necessary including 50m lead and 1.5m lift. the lead is to be measured from centre of gravity of location to the centre of filling and lift from main ground level. the earth work should be well rammed including breaking of clods, levelling and dressing etc. as per instruction of engineer at site., brick work with well burnt bricks in foundations and plinths with cement and sand (ordinary) mixture of 1:4 ratio. all material is to be supplied by the contractor.