Latest asphalt shingle Tenders | Government asphalt shingle Tenders

CTN :39387314

25 Feb, 2025 10.00 Crore

Muzaffarpur - Bihar

Tender For rrsmp-24-25 muzaffarpur east -1 -01 - t02 - bargaw to shankarpur, 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, scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., 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., wet mix macadam:- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., 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., bituminous macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., 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 p

CTN :39387315

25 Feb, 2025 25.82 Crore

Muzaffarpur - Bihar

Tender For rrsmp/24-25 muzaffarpur east-1/02 - t03 - mansurpur to beruadih (odr2), 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, scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202., 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., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, 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., wet mix macadam:- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., 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., bituminous macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant produci

CTN :39053708

21 Feb, 2025 NA

Sonitpur - Assam

Tender For bid to ras tender for supply of supply of combined toilet bathroom ctb 7 point 32m x 7 point 10m x 4 point 40m height as per ce hq 4 corps drawing no ce 4 corps oblique puf oblique ctb 7 point 32m 2017 18 sheet no 1 oblique 4 to 4 oblique 4 , cement 43 grade opc packed in hdpe bag each 50 kg wt conform to is 8112 1989 make birla gold oblique ambuja oblique ultratech oblique jk oblique dalmia oblique acc , coarse sand free from vegetation , coarse aggregate 20mm graded , coarse aggregate 40 mm graded , coarse aggregate 40 to 63 mm graded , stone for rr masonary less than 6 inch , mild steel bar of size 6 to 8 mm dia conform to is 432 part 1 1982 make tata or sail or jsw , mild steel bar of size 10 mm dia and above conforming to is 432 part 1 1982 make tata or sail or jsw , water proofing compound conforming to is 2645 2003 make pidilite or dr fixit or fevicol , bricks sub class b , brick bats , pvc pipe 110 mm dia 3 mtr long make prince or finolex or supreme , pvc pipe 75 mm dia 3 mtr long make prince or finolex or supreme , pvc cowl 75 mm dia make prince or finolex or supreme , ms binding wire , pvc socket 110 mm make prince or finolex or supreme , pvc bend 110 mm dia make prince or finolex or supreme , water storage tank triple layer 1000 ltrs confirming to is 12701 1996 make sintex or ultrapure aqua or polywell , fabrication from structural steel section for staging of water storage tank made of capacity 500 or 1000 ltrs made out of ms angle iron frame of size 50 x 50 x 6mm thick with height of 4 point 0 mtr above ground level and 0 point 6 mtr below ground level embeded in pcc 1 ratio 2 ratio 4 of 20mm graded agg below the ground level the inner bracing of staging should be fixed with 40 x 40 x 5mm ms angle iron fixed with suitable size ms plate of 3mm thick and at top of the staging 1 point 2m x 1 point 2m x 3mm for placing the pvc tank and anchored with ms angle iron frame of size 25 x 25 x 5 mm thick with ht of 0 point 80 mtr from the bottom of base plate of tank incl ladder complete with two coats of metal painting over one coat of primer make of angle iron tata or sail or jsw , iwc of vitreous china squatting pan orissa pattern of size 580mmx440mm dark coloured with p or s trap make parryware or hindware or cera incl connection to trap and to flushing pipe etc and incl provn of cement conc bedding copmplete in all respects , wc european type model 2008 ewc and combi flush pvc flushing cistern of 10 ltr capacity make cera or equivalent models in hindware or parryware , flushing cistern pvc combi flush model 2603 of cera flushing cistern valve less symphonic action pipe flushing cistern low level white with in let ball valve float with handle of capacity 10 ltr incl brackets and flush pipe line complete in al respects make hindware or parryware or cera , looking mirror frameless of size 600x450x5mm with 4mm ply baking make prayag or saint gobin or modigaurd , brass chromium plated towel rail 600 mm long 20 mm dia with cloth hooks make ess ess or prayag or johnson suisse , chromium plated piller cock swan neck with aerator make ess ess or prayag or johnson suisse , stop cock l type chromium plated brass 15 mm make ess ess or prayag or johnson suisse , stop cock t type chromium plated brass 15 mm make ess ess or prayag or johnson suisse , bib cock long spout chrom plated 15 mm make ess ess or prayag or johnson suisse , pvc connection 45 cm long 15 mm make supreme or johnson suisse or famingo or kpt , peg set of four fitted with galvanised screws along the internal surface of the walls in the rooms make ess ess or prayag or johnson suisse , 2000 ltrs anaerobic frp septic tank of make sintex or ultra pure or approval shall be provided alongwith all associated accessories as ground oblique site requirement , ppr pipe 32 mm dia make sfmc or finolex or supreme , ppr pipe 20 mm dia make sfmc or finolex or supreme , ppr socket 32 mm make sfmc or finolex or supreme , ppr elbow 90 degree 32 mm make sfmc or finolex or supreme , ppr

State Government

CTN :39243401

27 Feb, 2025 38.30 Lacs

Firozpur - Punjab

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 steel roller 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

State Government

CTN :39243441

27 Feb, 2025 30.15 Lacs

Firozpur - Punjab

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 steel roller 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

State Government

CTN :39243444

27 Feb, 2025 68.50 Lacs

Ferozepur - Punjab

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 steel roller 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

corporations/Associations/Others

CTN :39368312

07 Mar, 2025 11.09 Crore

Veraval - Gujarat

Tender For proposed development of chopati at veraval dist. gir-somnath (phase-2) - excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to any lead. (a) for loose or soft soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (b) dense or hard soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (c) hard murrum, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (d) soft rock not requiring blasting, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. (upto 10 ton), filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete., filling in foundation and plinth with black garden soil in any thickness completed., filling in foundation and plinth with black cotton soil in any thickness completed., filling in foundation and plinth with soft black cotton soil in any thickness completed., coursed rubble masonry with stone of approved quality in foundation and plinth in cement mortar 1:4 (1 cement : 4 course sand) etc. complete., providing and laying cement concrete 1:3:6 (1-cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) and curing complete excluding cost of form work in. (a) foundation and plinth, providing 100mm thick m-200 controlled cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing 100mm thick m200 controlled coloured cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. with colour pigmentation as 5 percentage to 10 percentage of cement consumption per m3 as directed by engineer incharge or consultant including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing laying ordinary cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in : rc coping/cap, providing and laying controlled cement concrete m.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (a) foundations, footings, base of columns and mass concrete, providing and laying reinforcement for r.c.c. work and bending binding & placing in position completed upto floor two level thermo mechanical treated bars(crs) as per i.s. standard, white stone bela masonry block in course in super structure with stone of approved quality in lime mortar 1:6 (1-cement : 6-coarse sand) including packing the joints etc. complete. (up to 10 ton), pointing on coursed stone masonry with cement m

State Government

CTN :39230408

21 Feb, 2025 47.20 Lacs

Jaipur - Rajasthan

Tender For package-15 - earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level.depth upto 1.5 m, providing, laying, spreading and compacting of granular sub-base by providing close graded material (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.grading - iii material, providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion., providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to linesand grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.pcc m-20 -base of drain work, reinforcement for r.c.c. work at all levels including straightening, cutting, bending, placing in position and binding all complete.mild steel and medium tensile steel bars., centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete.

CTN :39163589

21 Feb, 2025 NA

Nashik - Maharashtra

Tender For supply of construction of astro turf and accessories on existing six a side hockey ground for school of arty--, fih approved global category synthetic hockey uv protected surface cc grass 18 mm fast pro hf of rebound capacity 100mm-425 mm, shock absorption 40%- 65% and surface friction 25mm-45nm., shock pad 15mm cast in situ on prepared bituminous surface with laying and joining including marking as per fih requirements., prep of base including wbm preparation with layer of compacted 150 mm wmm/wbm using coarse aggregate size 40mm to 60mm and stone dust. bituminous macadam prepared out of compacted layer of up to 20mm thickness of bituminous concrete using 6mm stone/baby chips with 80-100/60-70 grade bitumen, compacted with roller of 8-10 ton capacity. adequate drainage around four sides to prevent water accumulation, hockey goal post made of 50 x 75 mm rectangular pipe box type with back board and reinforcement of existing parapet upto a ht of 1.5 ft., interlocking floor tiles with installation, 35 mm artificial grass of dtex value 6300, pp & pe yam of 3/8 gauge stitched 14 stiches per 10 cm backed with pp cloth, sbr latex double backing with installation, 12 seater dug out shelters made of 2" x 2" sq pipe and base made of 100mm x 50 mm heavy ms pipe with non marking branded wheels. 2.5 mm polycarbonate sheet made by 100% virgin lexan material with iv stabilisation, six poles with three 200 watt led lights each with fitting and installation., digital score board (48inch x 30 inch) display digit size 6 inch red colour display

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