Tender For supply of supplying laying jointing commissioning and testing 100mm bore centrifugally cast spun ductile iron pressure pipe with spigot and socketed ends class k7 confirming to is 8329 or 2000 as per atc , supplying laying jointing commissioning and testing 150mm bore centrifugally cast spun ductile iron pressure pipe with spigot and socketed ends class k7 confirming to is 8329 or 2000 as per atc , supply and fix valve reflux with by pass arrangement 100mm 4 inches dia , supply and fix foot valve confirming to is 4038 100mm 4 inches dia , supply and fix valve sluice flanged of class 1 point 6pn 100mm 4 inches dia , supply and fix valves sluice flanged of class 1 point 6 pn 150mm 6 inches dia , supplying installing testing and comissioning of centrifugal pump electric driven capacity not less than 25 lps discharge at 60 metre head in load as per atc , supply laying testing cable xlpe insulated screened pvc bedded galvanized steel strip wire armd electric powercable hd 1100v grade stranded aluminium conductor size 70 sqmm 3 point 5 core , supply laying testing cable xlpe insulated screened pvc bedded galvanized steel strip wire armd electric powercable heavyduty 1100v grade stranded aluminium conductor size 10 sqmm 4 core , supplying installing testing and commissioning of outdoor type factory made crca sheet thickness 3 point 15mm platform mounted lt panel board to accommodate as per atc , supplying installing testing and commissioning of indoor type factory made crca sheet thickness 2mm platform mounted lt panel board to accommodate as per atc , supply install test commission centrifugal openwell submersible pump cap 10hp singlephase discharge range 740 to 200lpm head range 35 to 54m suction x discharge pipe dia 65x50mm as per atc , supply and fix cast iron air valves with two air outlets 80mm dia bore and fixing up in ) /bid number : gem/2026/b/7514655 * /dated: 08-05-2026 & & / bid document 1 / 21 & & ' ' /item category cast iron water supply mains , excavation in tranches not exc 1 point 5m wide n exc 1 point 5m depth over exc 10sqm on plan and n exc 1 point 5m in depth for foundations shafts wells cesspite mainholes pier holes as per atc , returning filling in including spreading laveling watering and well ramming in layers n exc 25cm in soft or loose soil complete all as specified and directed by engr in charge , removal of excavated soil material to a distance not exc 50m or depositing where directed at a level not exc 1 point 50 metre above th staring point complete all as specified as per atc , boring of hole under road pavement hardstanding by trenchless technology using ultra sounding technique nec machine incl hdpe pipe 150mm dia suitable for 0 point 4mpa working pressure , cutting existing ci or di pipe line of 150mm and inserting tee of size 150 x 150 x 150mm for taping complete all as specified and directed note tee 150 x 150 x 150mm paid separetly in di special , cutting existing ci or di pipe line of 150mm and inserting tee of size 150 x 150 x 100mm for taping complete all as specified and directed note tee 150 x 150 x 100mm paid separetly in di special , di or ci special such as tee bend collar tail piece and other fitting as required , earthing of poles and other machinery or equipment using 4mm gi wire as earthing lead and ms galvanized plate of size 60cm x 60cm x 6mm as earth electrode , demolition and diasmanttling of concrete in ground floor and pavings n exc 15cm thickness , m and l of cement concrete b 2 1 colon 2 colon 4 40mm graded aggregate 100mm thickness , m and l for contruction of brick masonry valve pit in repair of inter size 90x90x90cm incl nec exc earth work in soft or loose soil brick work plastering white wash pcc coping ms frame as per atc , m and l for contruction of brick masonry valve pit in repair of inter size 120x120x90cm incl nec exc earth work in soft or loose soil brick work plastering white wash pcc coping ms frame as per atc
Tender For providing of m & r of 2x110 mw and 2x210 mw ash dykes at ptpp, parichha. - carriage of cmr/ash by mechanical transport including loading, unloading and stacking upto 5 km distance from power house area to ash ponds at ptpp parichha. payment to be made after deducting voids as per cpwd specfication or as decided by engineer in charge. , earth/ash work in excavation in earth over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed , placing of precast rcc planks in decantation well including its carrige and putting it into slott including all labour t&p etc. required for proper completion of work. , providing and laying empty cement plastic bags filling the same with ash having capacity of 50kg and stiching the same with sutali, laying with ash pond area as per instruction of engineer incharge. , engaging jcb/hydra machine on hire bases including hire fuel driver helper etc. complete. , dry stone pitching 22.5/30 cm thick including supply of stones and preparing surface filling from fly ash with watering & compection complete including carriage from coal handling area.(boulder free of cost from chd area in plant) , spreading of cmr/ash/earth by opening of stack including dressing watering compaction/ramming etc. complete for proper completion of work as per direction of engineer in charge of the work. payment to be made on compacted quantity. , clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared , brick work with fly ash bricks f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) , cement plaster (in fine sand) 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , formation of dyke/ roads using approved materials including the preparation of borrow area,stripping, watering of borrow area, excavation of approved quality of material from borrow area,using poclains or any other mechanical means,loading, unloading, transporting by dumpers,trucks etc., surface watering / dewatering,lowering of water level to at least 0.5 m belowthe bottom of the working level, includingconstruction of cofferdams wherever required,depositing the fill material on the dyke,spreading by dozers or grader in layers notexceeding 30 cm in compacted thickness forforming the embankment with all leads, lifts,breaking clods, watering, compaction with min. 10tone capacity vibratory rollers or pneumatictyred rollers to achieve a dry density not lessthan 95% of maximum dry density (standardproctor) forming extra width on edges, trimmingof slopes and slope compaction with dozers orslope compactors to obtain the section as perconstruction drawings, with all incidental charges, cost of labour, equipment, materialsetc. complete as per specifications, drawings and as directed by the engineer. with ash available from inside ash dyke area , structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. , same as above item but steel shall be issued by department free of cost ( steel issued by department) , steel reinforcement for r.c.c. work including straightening, cutting, bendin g, placing in position and binding all complete for thermo-mechanically treated bars
Tender For annual rate tender for purchase of materials of construction / road resurfacing for year 2026-27 - brick, sand, kapchi 25 to 40 mm, grit 6 to 10 mm, handmade metal 40 to 63 mm, rubble 9 inch, cement (53 grade) 50kg, tor steel, 60 mm rubber rise, m40 paver block, 80 mm rubber rise, m40 paver block, g.s.b., dust (powder), brick masonry (1:6), stone masonry (1:6), plaster (1:4), r.c.c. slab filling 1:2:4, (to give the price of steel separately in kg), r.c.c. slab filling 1:1/2:3 (to give the price of steel separately in kg), p.c.c. (1:3:6), p.c.c. (1:4:8), pointing (1:2), yellow soil, hard murrum, handmade metal, np3 pipe 300mm, np3 pipe 450mm, np3 pipe 600mm, np3 pipe 900mm, np3 pipe 1200mm, j.c.b machine (including diesel driver), roller (including diesel driver), truck (including diesel driver), hydraulic center trailer (including diesel driver), semi dense carpet patch work on various roads in pardi municipal area, building materials and soil lifting work from pardi municipal area, compounding of tarkhuta in pardi municipal area (excavation including five wire, cross wire, cement pole), waterproofing, two coat putty or two coat of primer (including brushing), wall painting (three coat) with plastic emulsion paint, ceiling painting (three coat) with plastic emulsion paint, outer wall painting (three coat) with weather proof acrylic emulsion paint including priming coat, box cutting the road surface to proper slope and camber for making a base for the road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 mt lead., scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm depth including stacking useful materials on road side and disposing off remaining stuff, construction of granular sub-base by providing well-graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in place method with rotavator at omc and compacting smooth wheel roller to achieve the desired density, complete in two layers as per technical specification clause 401., providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in two layer. by mechanical means with 1 km lead, providing and laying bituminous base course 75 mm thick compacted in two layers with tack coat of asphalt (vg-30) 80/100 at the rate of 2.5 kg/10 sqmt and using b.t. stone aggregates of required gradation and asphalt 80/100 grade for mixing @ 1.99% by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipment’s, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 50mm thick compacted b.m. with b.t. aggregate as per mort&h specification and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and bitumen grade 80/100 for mixing at the rate 34.0 kg/m.t. i.e. 3.4% of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver censor finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 25 mm thick compacted semi dense bituminuous concrete using stone chips as per mort&h gradation and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and 80/100 grade asphalt for mixing @ 5.0% by weight of total mix for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibra
Tender For inviting rates of jcb per hour tractor trolly per trip tractor trolly rate including hard moorum with jcb excavating per trip and transportation up to 5 km rates of poclain machine per hour including concrete breaking and excavation for financial yea
Tender For corrigendum : work of repair of leakages by providing and fixing of d. i. specials of various sizes and hiring of hydraulicexcavator machine for excavation of earth at various locations in sector-10, bahadurgarh and all other works contingent thereto
Tender For corrigendum : work of repair of leakages by providing and fixing of d.i. specials of various sizes and hiring of hydraulicexcavator machine for excavation of earth at various locations in sector -13, bahadurgarh and all other works contingent thereto
Tender For corrigendum : work of repair of leakages by providing and fixing of d.i. specials of various sizes and hiring of hydraulicexcavator machine for excavation of earth at various locations in sector-11, bahadurgarh and all other works contingent thereto
Tender For work of repair of leakages by providing and fixing of d. i. specials of various sizes and hiring of hydraulicexcavator machine for excavation of earth at various locations in sector- 9, bahadurgarh and all other works contingent thereto
Tender For work of repair of leakages by providing and fixing of d. i. specials of various sizes and hiring of hydraulicexcavator machine for excavation of earth at various locations in sector -9a, bahadurgarh and all other works contingent thereto