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Tender For varthikere tree katte to kallihalla main road constriction - varthikere tree katte to kallihalla main road constriction 16 items material as per tender items documents-, laboratory asst. (sslc passed)/mate/supervisor, , tractor-40 hp, , over head & other miscellaneous charges, , l, , water, , gravel 2.36 mm/murrum, , water tanker, , vibratory roller 8 tonne, , crushed stone course aggregate 53, , granite metal 40 mm, , granite metal 20 mm, , 7, , crushed stone chippings 13.2 mm, , 5, , rcc pipes np2 600 mm dia including collars, , portland cement, , coarse sand (zone iii), , 24, , mason class ii (with tools), , 32, , add sundries charges at 1% on material,
Tender For corrigendum : various seasonal arrangements for the year 2025 26 for market committee makhu - various seasonal arrangements for the year 2025 26 in various mandis under the notified area of market committee makhu, making 50mm x 50mm furrows on existing road surface, dismantling stone pitching or soling (stone pitching dry) csr 8.2a, dismantling of existing brick on end edging complete in all respect as per pwd specifications., providing and laying of brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per punjab pwd specifications., relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded material grading-ii sopreading in uniform layers with motor grader on prepared surface, mising by mix by mix in place method with rotavator at omc, and compacting with vibratory roller to achive the desired density, complete as per technical clause 401 o morth&h specifications, compacting dismentled stone aggregates of grading ii to water bound macadam specification,rolling with smooth wheeled roller 8- 10 tonnes complete as per technical, water bound macadam grading ii (csr 24.13 ii) providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, complete as per technical clause 404 of mort&h specifications without screeening., water bound macadam grading iii providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming water bound macadam grading ii requisite type of binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete a, providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder vg-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steelroller complete as per technical clause 510 of mort&h specifications, credit of materials (from raising & strengthening) bricks, credit of materials (from raising & strengthening) bricks bats, providing and applying tack coat with penetration grade bitumen vg-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of mort&h specifications (csr 24.18 b), providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a batch type hot mix plant with bituminous binder vg-10 @ 1.46kg per sqm, laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of mort&h specifications. including carriage of mixed material plant to site of work, providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen vg-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 513 of mort&h specifications. including carriage of mixed material plant to site of work., earth work excavation in ordinary soil, kassi work undressed involving an avarage horizontal throw upto 2.00 meters and an avarage vertical lift upto 0.50 metre incincluding breaking of cloadsas ., cautionary sign board 600x600x600mm triangular as per irc 67-2001 with retro reflective h
Tender For annual contract material supply for all types of permissible work under mgnarega taluka - jamkandorna - hire charges of concrete mixer 0.25 to 0.40cum with hopper, hire charges of diesel road roller 8 to 10tonne, hire charges of diesel truck 9 tonne, vibrator (needle type 40mm), surface vibrator, generator 250 kva, tractor with trolly, water tanker 5000 ltr. capacity, dozer d-80-a12, vibratory roller 8 to 10 tonne, tenmem road roller, watertanker 5 to 6 kl capacity, hire charges of diesel truck- 9 tonne (without pol), hire charges of drill machine upto 30mm dia, hire charges of compressor, bandhani, blacksmith 1st class, blacksmith 2nd class, carpenter 1st class, carpenter 2nd class, fitter (grade-1), assistant fitter or 2nd class fitter, glazier, mason ( for plaster of paris work ) 1st class, mason (brick layer) 1st class, mason (brick layer) 2nd class, mason (for plain stone work) 2nd class, mason (for ornamental stone work) 1st work, mate, mistry, painter, rock excavator, rock breaker, rock hole driller, stone chiseller, sprayer (for bitumen, tar etc), white washer, mason (average), carpenter (average), operator (pile / special machine), skilled torch operator for laying tack, helper (technician), seam bolts and nuts 6mmdia and 25mm long, fibre (high impact poly propelene reinforced) cement corrugated sheet 6mm thick, brick aggregate (single size):40 mm nominal size, stone aggregate(single size):63 mm nominal size, stone aggregate(single size):50 mm nominal size, stone aggregate(single size): 40 mm nominal size, stone aggregate(single size):20 mm nominal size, stone aggregate(single size): 12.5 mm nominal size
Tender For mr-n- 19-20 pupri-09 - choraut bazar to purandih, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of subgrade and earthen shoulders :-construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1) :- 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 with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., wbm grading 3 (by mechanical means ) :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., prime coat (low porosity) :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of panel concrete, plain cement concrete pavement, thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501, kilometre stone :- reinforc
Tender For procurement of various materials for the new contrecation for c c drainge and c c road andalagi and muddinakoppa villege works of under nrega scheme in konanakeri gp limit phase 01 - centering charges 0101, binding wire chandapur, tmt bars fe 500 chandapur, add watering charges at 1 % on material chandapur, mixer (concrete) - 1 cum capacity chandapur, display board chandapur 01, air compressor (1 hour initial + 1 hour final chandapur, water tanker 6 kl capacity chandapur, concrete jiont cutting machine for initial and final cuts chandapur, plate vibrator chandapur, screed vibrator chandapur, needle vibrator chandapur, concrete mixer 0.4/0.28 cum capacity chandapur, joint filler board 20mm thick as per is chandapur, plasticizer / super plasticizer chandapur, de-bonding strips 3.75 m (length) x 10 mm (width) x 5mm (thick) cut-out of rubber filler board or similar material including 5% wastage chandapur, bituminous sealant 800 ml per joint 23 joints chandapur, bitumen primer 200 ml per joint for 23 joints chandapur, polythene sheet 125 mm micron chandapur, broken granite metal 10 mm 0, broken granite metal 20 mm 0, broken stone aggregate 40 mm size chandapur, coarse sand (zone iii) chandapur, portland cement chandapur, form work 1% chandapur, crushed stone chippings 13.2 mm chandapur, granite metal 20 mm chandapur, granite metal 40 mm chandapur, crushed stone course aggregate 53 chandapur, vibratory roller 8 tonne 00, water tanker chandapur, motor grader 3.35 meter blade chandapur, gravel 2.36 mm/murrum chandapur, water chandapur 01, tractor - 40 hp chandapur
Tender For procurement of various materials for the new contrecation for c c drainge and c c road andalagi and muddinakoppa villege works of under nrega scheme in konanakeri gp limit phase 02 - centering charges 0101, binding wire chandapur, tmt bars fe 500 chandapur, add watering charges at 1 % on material chandapur, mixer (concrete) - 1 cum capacity chandapur, display board chandapur 01, air compressor (1 hour initial + 1 hour final chandapur, water tanker 6 kl capacity chandapur, concrete jiont cutting machine for initial and final cuts chandapur, plate vibrator chandapur, screed vibrator chandapur, needle vibrator chandapur, concrete mixer 0.4/0.28 cum capacity chandapur, joint filler board 20mm thick as per is chandapur, plasticizer / super plasticizer chandapur, de-bonding strips 3.75 m (length) x 10 mm (width) x 5mm (thick) cut-out of rubber filler board or similar material including 5% wastage chandapur, bituminous sealant 800 ml per joint 23 joints chandapur, bitumen primer 200 ml per joint for 23 joints chandapur, polythene sheet 125 mm micron chandapur, broken granite metal 10 mm 0, broken granite metal 20 mm 0, broken stone aggregate 40 mm size chandapur, coarse sand (zone iii) chandapur, portland cement chandapur, form work 1% chandapur, crushed stone chippings 13.2 mm chandapur, granite metal 20 mm chandapur, granite metal 40 mm chandapur, crushed stone course aggregate 53 chandapur, vibratory roller 8 tonne 00, water tanker chandapur, motor grader 3.35 meter blade chandapur, gravel 2.36 mm/murrum chandapur, water chandapur 01, tractor - 40 hp chandapur
Tender For supply of material for mat and morum road from hotanahalli road to heggeri kodi villege valageri, gp masanakatti. - display board / cib_i, lumpsum material_i, crushed stone chippings 13.2 mm_i, granite metal 20 mm_i, granite metal 40 mm_i, crushed stone course aggregate 53_i, vibratory roller 8 tonne_i, water tanker_i, gravel 2.36 mm/murrum_i, water_tt
Tender For supply material for construction of public road from more oni to krishna river at kulahalli village - gp03kulhalli mr9773 add watering charges at 1 percentage on material, gp03kulhalli mr9762 add sundries charges at 1 percentage on material, gp03kulhalli mr9761 add sundries charges at 1 percentage on labour, gp03kulhalli mr9757 transportation loading and unloading of material lifting of material centering charges wherever necessary over head wastage unforeseen charges miscellaneous which are necessary during execution., gp03kulhalli mr9724 mason class ii with tools, gp03kulhalli mr9684 water tanker, gp03kulhalli mr9683 vibratory roller 8 tonne, gp03kulhalli mr9678 mixer concrete 1 cum capacity, gp03kulhalli mr9600 laboratory asst sslc passed mate supervisor, gp03kulhalli mr9502 water, gp03kulhalli mr9475 gravel 2.36 mm murrum, gp03kulhalli mr9432 broken stone aggregate 20 mm size, gp03kulhalli mr9431 broken stone aggregate 12 mm to 10 mm size, gp03kulhalli display board, gp03kulhalli 0982 coarse sand zone iii, gp03kulhalli 0367 portland cement
Tender For corrigendum : various seasonal arrangements for the year 2025 26 for market committee panje ke uttar - various seasonal arrangements for the year 2025 26 in various mandis under the notified area of market committee panje ke uttar, making 50mm x 50mm furrows on existing road surface, dismantling stone pitching or soling (stone pitching dry) csr 8.2a, dismantling of existing brick on end edging complete in all respect as per pwd specifications., providing and laying of brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per punjab pwd specifications., relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded material grading-ii sopreading in uniform layers with motor grader on prepared surface, mising by mix by mix in place method with rotavator at omc, and compacting with vibratory roller to achive the desired density, complete as per technical clause 401 o morth&h specifications, compacting dismentled stone aggregates of grading ii to water bound macadam specification,rolling with smooth wheeled roller 8- 10 tonnes complete as per technical, water bound macadam grading ii (csr 24.13 ii) providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, complete as per technical clause 404 of mort&h specifications without screeening., water bound macadam grading iii providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming water bound macadam grading ii requisite type of binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete a, providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder vg-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steelroller complete as per technical clause 510 of mort&h specifications, credit of materials (from raising & strengthening) bricks, credit of materials (from raising & strengthening) bricks bats, providing and applying tack coat with penetration grade bitumen vg-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of mort&h specifications (csr 24.18 b), providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a batch type hot mix plant with bituminous binder vg-10 @ 1.46kg per sqm, laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of mort&h specifications. including carriage of mixed material plant to site of work, providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen vg-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 513 of mort&h specifications. including carriage of mixed material plant to site of work., earth work excavation in ordinary soil, kassi work undressed involving an avarage horizontal throw upto 2.00 meters and an avarage vertical lift upto 0.50 metre incincluding breaking of cloadsas ., cautionary sign board 600x600x600mm triangular as per irc 67-2001 with
Tender For corrigendum : various seasonal arrangements for the year 2025 26 for market committee ferozepur cantt - various seasonal arrangements for the year 2025 26 in various mandis under the notified area of market committee ferozepur cantt, making 50mm x 50mm furrows on existing road surface, dismantling stone pitching or soling (stone pitching dry) csr 8.2a, dismantling of existing brick on end edging complete in all respect as per pwd specifications., providing and laying of brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per punjab pwd specifications., relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded material grading-ii sopreading in uniform layers with motor grader on prepared surface, mising by mix by mix in place method with rotavator at omc, and compacting with vibratory roller to achive the desired density, complete as per technical clause 401 o morth&h specifications, compacting dismentled stone aggregates of grading ii to water bound macadam specification,rolling with smooth wheeled roller 8- 10 tonnes complete as per technical, water bound macadam grading ii (csr 24.13 ii) providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, complete as per technical clause 404 of mort&h specifications without screeening., water bound macadam grading iii providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming water bound macadam grading ii requisite type of binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete a, providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder vg-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steelroller complete as per technical clause 510 of mort&h specifications, credit of materials (from raising & strengthening) bricks, credit of materials (from raising & strengthening) bricks bats, providing and applying tack coat with penetration grade bitumen vg-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of mort&h specifications (csr 24.18 b), providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a batch type hot mix plant with bituminous binder vg-10 @ 1.46kg per sqm, laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of mort&h specifications. including carriage of mixed material plant to site of work, providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen vg-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 513 of mort&h specifications. including carriage of mixed material plant to site of work., earth work excavation in ordinary soil, kassi work undressed involving an avarage horizontal throw upto 2.00 meters and an avarage vertical lift upto 0.50 metre incincluding breaking of cloadsas ., cautionary sign board 600x600x600mm triangular as per irc 67-2001 wit