Latest earth disposal Tenders | Government earth disposal Tenders

State Government

CTN :40590735

06 Jun, 2025 11.34 Lacs

Bicholim - Goa

Tender For providing and installing various electrical accessories to various government primary schools in bicholim taluka. (iii call) - wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in pvc casing caping with modular switch modular plates suitable size modular surface box of specified category and earthing the point with 1.5 sq.mm fr pvc insulated copper conductor single core cable etc. as required.;(c) group c -- with cat a modular accessories, wiring for 5a /15a plug with 2 x 4 sq.mm fr pvc insulated copper conductor single core cable in pvc casing capping alongwith 1 no 4 sq.mm fr pvc insulated copper conductor single core cable for loop earthing as required., supplying and fixing suitable size modular pvc box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 a modular socket outlet and 5/ 6 a modular switch connection painting etc. as required., supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required;(a) cat a, installationearthing testing and commissioning of ceiling fan including wiring the down rod of standard length ( upto 30 cm) with 1.5 sq .mm frfrls pvc insulated copper conductor single core cable etc. as required., supply and erecting of 48 inch (1200mm sweep) ceiling fan double ball bearing type complete with all accessories.;(a) cat a, supply and erecting s type stainless steel fan hook fabricated out of 10 mm round bar complete as required., supplying and fixing extra down rod of 20 cm length gi pipe 15 cm dia heavy gauge including painting etc as required, supplying and fixing 6 a to 32 a c series mcb suitable for lighting and other loads of following poles in the existing mcb db complete with connections testing and commissioning etc as required.;(a) sp cat a, earthing with gi earth pipe 2 mts long 40 mm dia medium class with isi markof approved brands including accessories and providing masonry enclosure with ci/rcc cover having locking /lifting arrangement and watering pipe etc. with charcoal or coke and salt) as required as per the earthing drawing provided by the engineer-incharge.the scope of work includes the following: a) excavation of pit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) class b gi pipe 40mm diameter as per specifications. c) charcoal/salt as per specs ( paid seperately). d) refilling the pit of size 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. e)masonary chamber with proper foundation cover plate and locking arrangement. f) testing of earth value with earth megger and certifications of its value. aluminium tag with embossed earthing value to be attached to the pipe. g)watering arrangement(plumbing will be paid seperately).;(a) in soily strata, extra for using salt and charcoal for pipe earth electrode as required( 65 kgs of charcoal and 5 kgs of salt)., providing and fixing 4 mm dia copper wire on surface or in recess for loop arthing along with existing surface/ recessed conduit/ submain wiring/ cable as required, supply of 3 core unarmoured pvc/xlpe insulated pvc sheathed copper conductor cable of 1.1 kv grade with isi mark conforming to is:1554(part i) is:7098(part i) with latest amendments of following size.;3 core 2.5 sq.mm, supply and fixing of led batten 4 feet 20 watt with led tube as required of make panasonic or equivalent in crompton bajaj havells as approved by engineer incharge. the led tube should have a warranty of two years from the date of commissioning.

State Government

CTN :40590734

06 Jun, 2025 11.32 Lacs

Pernem - Goa

Tender For providing and installing various electrical accessories to various government primary schools in pernem taluka. (iii call) - wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in pvc casing caping with modular switch modular plates suitable size modular surface box of specified category and earthing the point with 1.5 sq.mm fr pvc insulated copper conductor single core cable etc. as required.;(c) group c -- with cat a modular accessories, wiring for 5a /15a plug with 2 x 4 sq.mm fr pvc insulated copper conductor single core cable in pvc casing capping alongwith 1 no 4 sq.mm fr pvc insulated copper conductor single core cable for loop earthing as required., supplying and fixing suitable size modular pvc box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 a modular socket outlet and 5/ 6 a modular switch connection painting etc. as required., supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required;(a) cat a, installationearthing testing and commissioning of ceiling fan including wiring the down rod of standard length ( upto 30 cm) with 1.5 sq .mm frfrls pvc insulated copper conductor single core cable etc. as required., supply and erecting of 48 inch (1200mm sweep) ceiling fan double ball bearing type complete with all accessories.;(a) cat a, supply and erecting s type stainless steel fan hook fabricated out of 10 mm round bar complete as required., supplying and fixing extra down rod of 20 cm length gi pipe 15 cm dia heavy gauge including painting etc as required, supplying and fixing 6 a to 32 a c series mcb suitable for lighting and other loads of following poles in the existing mcb db complete with connections testing and commissioning etc as required.;(a) sp cat a, earthing with gi earth pipe 2 mts long 40 mm dia medium class with isi markof approved brands including accessories and providing masonry enclosure with ci/rcc cover having locking /lifting arrangement and watering pipe etc. with charcoal or coke and salt) as required as per the earthing drawing provided by the engineer-incharge.the scope of work includes the following: a) excavation of pit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) class b gi pipe 40mm diameter as per specifications. c) charcoal/salt as per specs ( paid seperately). d) refilling the pit of size 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. e)masonary chamber with proper foundation cover plate and locking arrangement. f) testing of earth value with earth megger and certifications of its value. aluminium tag with embossed earthing value to be attached to the pipe. g)watering arrangement(plumbing will be paid seperately).;(a) in soily strata, extra for using salt and charcoal for pipe earth electrode as required( 65 kgs of charcoal and 5 kgs of salt)., providing and fixing 4 mm dia copper wire on surface or in recess for loop arthing along with existing surface/ recessed conduit/ submain wiring/ cable as required, supply of 3 core unarmoured pvc/xlpe insulated pvc sheathed copper conductor cable of 1.1 kv grade with isi mark conforming to is:1554(part i) is:7098(part i) with latest amendments of following size.;3 core 2.5 sq.mm, supply and fixing of led batten 4 feet 20 watt with led tube as required of make panasonic or equivalent in crompton bajaj havells as approved by engineer incharge. the led tube should have a warranty of two years from the date of commissioning.

CTN :40563358

05 Jun, 2025 7.15 Crore

Kishanganj - Bihar

Tender For state scheme(nabard)/25-26/kishanganj-2/01 - construction of rcc h.l. bridge in malgachh to lat at ch.-0.600 km., h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5, ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical sp

CTN :40563360

05 Jun, 2025 8.02 Crore

Kishanganj - Bihar

Tender For state scheme(nabard)/25-26/kishanganj-2/02 - construction of rcc h.l. bridge in t05 to raipur to jharkhuda path (mmgsy) ch-0.030 km, h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinfo

Central Government And Public Sector

CTN :40534153

09 Jun, 2025 16.93 Lacs

Agra - Uttar Pradesh

Tender For repairs to jere hamam and langer khana area at fatehpur sikri, agra -supply of materials - supply of 1st quality well burnt unslaked lime in a sealed air tight bags including transportation lead, lift & stacking at site. (packing in bags 25kg & 50 kgs) (rate including g.s.t.), supply of fine crushed brick surkhi obtained from 1st class well burnt bricks including transportation lead, lift & stacking at site for measurement. (rate including g.s.t.), supply of sieved coarse sand (screened) free from lumps, dust, silt & organic impurities. including transportation lead, lift & stacking at site for measurement. (rate including g.s.t.), belgiri (rate including g.s.t.)., gum babool (rate including g.s.t.)., gur (rate including g.s.t.)., r.r. stone nominal size (rate including g.s.t.), red sand stone 65mm thick (bansi paharpur qurry).(rate including g.s.t.)., brick ballast of lakhori brick/ 1st class brick 40mm size (rate including g.s.t.), water proofing compound (rate including g.s.t.)., clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (rate including g.s.t.), earth work in excavation by manual means in foundation trenches, including dressing of sides and ramming of bottoms, getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (rate including g.s.t.), taking out of angle iron frame 40x40x6 mm having 12mm square bar with spikes 1.25mtr high and hold fast by manual labour and stacking within 50 meters lead etc. complete in all respect. (rate including g.s.t.), taking out stone masonry manually bit by bit without disturbing to the adjoining structure including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of engineer-in-charge : in cement mortar. (rate including g.s.t.), random rubble stone masonry with hard stone in super structure in cement mortar 1:6 (1cement 6 c. sand) including pointing, t&p, scaffolding etc. complete. (rate including g.s.t.), cr stone masonry with 70% available stone and 30% new stone in super structure and plinth with cement mortar 1:6 (1 cement: 6 coarse sand), pointing, scaffolding etc. (rate including g.s.t.), providing and laying in position cement concrete of specified grade 1:2:4 (1 cement: 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size). (rate including g.s.t.), pdg. 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement : 5 c.sand) and a top layer 6mm thick cement plaster 1:3 (1cement : 3 c.sand) finished rough with sponge. (rate including g.s.t.), repairing of old existing grills in boundary wall including supply of required materials, welding, fabricating & labour etc. complete. (rate including g.s.t.), providing & fixing m.s. gates of required pattern with angle iron frames (50x50x6)mm size graded with 10 cm c/c sq. bars 16mm size pointed at the top extra with same curved bar and each frame having gusset plate 6mm thick at corners & center and provision for hinges and locking arrangement with supply of r.s. joist (200x100x5.7)mm section for hanging m.s. gate including nut bolts, cutting fabricating welding etc. complete. (rate including g.s.t.), providing & fixing m.s. grill of required pattern with angle iron frames (40x40x6) mm size graded with square bars 12mm size 10 cm c/c pointed at the top with extra curved bar and each frame with (40x40x6)mm. size horizontal hold fast welded with lower posts and fixing angle iron vertical post (50x50x6)mm size and nut bolts including cutting fabricating welding etc. complete. (rate including g.s.t.), coursed rubble masonry with hard stone (first or second sort) in facing up to 22.50 cm thick random rubble masonry in back side in superstructure above p

State Government

CTN :40515007

04 Jun, 2025 70.0 Thousand

Sarni - Madhya Pradesh

Tender For hiring of jcb machine for excavation and disposal of earth, silt, ash etc. at ph-iv at stps, sarni.

Central Government/Public Sector

CTN :40458325

10 Jun, 2025 35.96 Lacs

Thiruvananthapuram - Kerala

Tender For disposal of the cut earth (surplus earth) from rgcb akkulam campus, thiruvananthapuram

Central Government/Public Sector

CTN :40228818

02 Jun, 2025 17.20 Lacs

Bangalore - Karnataka

Tender For corrigendum : providing of hiring of earth moving equipments, material handling equipments and cranes (per hour basis) - as per buyer's requirement; hiring of hydraulic excavator for excavating ore, loading of gravel onto the tractor, waste disposal/reclamation at excavation s..

CTN :40433866

10 Jun, 2025 21.23 Crore

Kolkata - West Bengal

Tender For e open tender cum reverse auction for evacuation of 10.00 lakh cum ash from ash pond 1 and 2, transportation, disposal at a distance of 20 km and beyond with 300 mm thick earth covering in eco friendly manner at bktps, wbpdcl

CTN :40344156

05 Jun, 2025 NA

Kolkata - West Bengal

Tender For tender for supply of ship model along side the drive way to the netaji subhas chandra bose international airport kolkata - soil investigation , design , drawing & detailing as mentioned below - a. ga drawing for ship model alongwith civil structure as per appendix-1&2 of sotr , dismantaling all types of masonry excepting cement concrete plain or reinforced , stacking serviceable materials at site and removing rubbish as directed within grse as per sotr and appendix-2 of sotr. , dismantling all types of plain cement concrete works , stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m as per sotr and appendix-2 of sotr. , dismantling r.c. floor , roof , beams etc. including cutting rods and removing rubbish as directed including stacking of steel bars as per sotr and appendix-1& 2 of sotr. , surface dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed as per sotr and appendix-2 of sotr. , earth work in excavation including cleaning away vegetation , surbs , etc. as per sotr and appendix-2 of sotr. , earth work in filling in foundation trenches or plinth with good earth , in layers not exceeding 150 mm. including watering and ramming etc. as per sotr and appendix-2 of sotr , filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water , ramming complete including the cost of supply of sand as per sotr and appendix-2 of sotr. , suplying and laying single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand as per sotr and appendix-2 of sotr. , ordinary cement concrete (mix 1 2 4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement , if any , in gound floor as per relevant is codes. pakur variety , providing m30 grade reinforced cement concrete as per is 456 with coarse aggregate of size 20 mm downgraded in columns , lintels , chajjas , canopies , staircase slabs , walls , coping , pipe encasement , floor slab , roof slab etc. at all levels as per sotr and appendix-2 of sotr. , supplying tor steel reinforcement (of approved manufacturer) of tested quality of any diameter upto 32mm dia fe 500 confirming to is 1786 as per sotr and appendix-2 of sotr. , hire and labour charges for waterproof steel/plyboard shuttering of any shape as per sotr and appendix-2 of sotr. , stamp concrete as mentioned in sotr and appendix-2 of sotr. , supplying ready mixed steel fibre( steel fibre dosage-20 kg per cum) concrete of m 30 grade with well graded stone chips of 20 mm nominal size as per sotr and appendix-2 of sotr. , supplying , fitting & fixing granite tiles 10mm to 12mm. thick in columns , wall , facia etc. with 15 thick (avg) cement mortar (1 2) including making suitable arrangements to hold the stones properly by brass or copper hooks including pointing in cement mortar as per sotr and appendix-2 of sotr. , supplying , fitting and fixing marble slab/tile of 15 to 18 mm thickness in floor , lobby , stair , landing & treads etc. over 20 mm (av.) thck base of cement mortar (1 2) laid with white cement slurry at the rate 4.4 kg/sq.m as per sotr and appendix-2 of sotr. , supplying , fitting and fixing 20 mm. to 37.5 mm. thick chunar / mirzapur / dholpur slab in floor set in 20 mm thick (avg) cement mortar (1 4) bed and pointing in cement mortar (1 2) (1 cement 2 marble dust) with admixture of pigment matching the stone shade , polishing all complete as per sotr and appendix-2 of sotr. , applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturers specified time as per manufacturers specification. (0.4 kg / sqm of concrete surface). , providing and inserting nipples with approved fixing compound after drilling

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