Tender For supply of old 6600 v pilc cables with new xlpe cables c c - ht xlpe insulated armoured pvc sheathed cable , straight through cable jointing kit , indoor cable end termination , rccpipe and fixing of collars , cable tray , trench in any type of asphalt road , trench in any type of concrete or stone road , trench for ht cable in soft soil , laying of ht xlpe cable in the trench , laying of ht xlpe in the culvert trench , making ht cable straight through jointing work , making ht cable indoor termination and connection , carrying out high potential test , carrying out phase sequence test , providing and laying approved quality rubble packing , providing and laying water bound macadam , providing and laying 240 mm thick sub base , providing and laying hot premixed asphaltic concrete , providing and laying hot premixed asphaltic macadam , providing and laying m10 grade ready mix cement concrete , providing and laying cement concrete , construct square brick masonary inspection chamber
Tender For construction of main lane by way of cement concrete from geelani manzil to culvert and lane 01 from h/o fayaz ah bhat to makhdoomi manzil at shahdaab colony mallabagh dangerpora - estimate for construction of main lane by way of cement concrete from geelani manzil to culvert & lane 01 from h/o fayaz ah bhat to makhdoomi manzil at shahdaab colony mallabagh dangerpora.
Tender For construction of r/wall at rd 1/310 to 1/320, b/wall at rd 1/310 to 1/330, p/l 900mm dia rcchumepipeculvert at rd 1/780, p/l cc pavement, v-shape drain at various rds. on link road to village jassai ) (under pdna head)
Tender For construction of cement concrete road in ward no 6 and 7 at village purena khapri, from school to paithu talab in ashrit gram pousari (champa) in village bharuvadih, from water tank to vishnu verma bayara in village piprahi, kokadi canal to house of bodhin yadu to patel samudayik bhawan in village kokadi, ayurvedic hospital to khamhariya chowk in village bharuvadih and from canal culvert to basti approach road in village sarkipar in mandi samiti area balodabazarblock- balodabazar distt- balodabazar-bhatapara.
Tender For nagercoil corporation providing cement concrete,small culvert slab,paverblock relaying and drainage maintenance at kulanthai thersal street and mutharamman kovil street,kamarajar salai in ward no.33
Tender For construction of cement concrete road from sukumar das house to pucca culvert at dakshin horkuli, j.l.no. 213, plot no.444 in moyna-i gram panchayat under moyna panchayat samity from beup 2025-2026 fund (sch. no. 2025-26/23)
Tender For construction of r.c.c. drain & r.c.c. humepipeculvert 1000mm dia for 18.0m &24.0m wide road at industrialarea silpahari distt. bilaspur (c.g.)
Tender For wsp nirman karya dhanawad - excavation of earth up to a depth of 1.5 meters for foundations, trenches, drains, etc.; dressing and compacting the bed; watering; trimming the sides; removing excavated earth; backfilling voids with earth after the foundation work is complete; and disposing of surplus earth up to a distance of 50 meters. , cement concrete (1 part cement : 4 parts sand : 8 parts coarse aggregate / 1 part cement : 3 parts sand : 6 parts coarse aggregate) using 10 mm nominal size stone aggregate; including laying, compaction, curing, etc., for foundation work. , stone masonry for anicuts (check dams) using cement-sand mortar in a 1:6 ratio. , random rubble (r.r.) stone masonry in foundations and plinths using cement-sand mortar (1:6 ratio); including filling side joints/crevices, curing, etc. , stone pitching using single, hammer-dressed stones (15 to 30 cm thick), including supply and all necessary lifting/placement operations. , for culvert/bridge construction: laying/installing a single row of rcc (reinforced cement concrete) np3 humepipes with the required gradient, using cement mortar (1:2 ratio), including collars. (excluding earth excavation, concrete, and masonry works; applicable for 450/500 mm diameter pipes). , cement plaster on walls (20 mm thick) using a 1:4 ratio mixture of cement and sand; including raking out joints and regular curing for 14 days. , cement concrete (50 mm thick) using a 1:2:4 mix ratio (1 part cement : 2 parts sand : 4 parts stone or brick aggregate of 12 mm nominal size); including mixing, laying, compaction, pressing, curing, etc. , display board and photo contingency
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, rccpipe, 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.