Turfcare Machinery Spares Tenders

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State Government

CTN :35957341

07 Jun, 2024 6.84 Lacs

Ambala - Haryana

Tender For corrigendum : construction of transmission line - earth work in excavation of foundations of bridges culverts , buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling ref pb csr 2020 item no 6_7a , reinforced cement concrete m20 mechanically batch mixed using batch type concrete mixer as per is1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth ref pb csr 2020 item no 10.15 , extra for pumping charges of batch mix concrete_ready mix conrete work rmc ref pb csr 2020 item no 10.46 , extra for using admixture in designed mix concrete. ref pb csr 2020 item no. 10.50 , extra for carriage of rmc_batch mixed concrete with transit mixture beyond 1st km ref pb csr 2020 item no. 10.47 total lead is 14 km from rmc batch plant to site of work. i.e rs.37 x 13 km is equal to rs. 481 , shuttering for faces of concrete foundations and foundation beam and plinth beam vertical or battering ref pb csr 2020 item no. 9.1 , m plus 6 mtr extension type tower incl. nuts & bolts (wt. 1695 kg) , number plate , danger plate , phase plate(set of 3) , earthing set for m-type towers , 11 kv polymeric disc insulators 70 kn , single tension h/w fiiting complete suitable for dog conductor , supply stringing and sagging of aluminium conductor steel reinforced (acsr) on poles including binding with insulators using aluminium wires complete as desired by the engineer in charge of the site acsr_dog conductor (100 sq. mm) size (6/4.55 al+1/4.55mm gi) pb csr item no 34.34 (v)(d) , erection charges

CTN :36011966

03 Jun, 2024 NA

Durgapur - West Bengal

Tender For corrigendum : supply and delivery of ready mix concrete of m-15 using ppc as per approved design mix with minimum cement content 300 kg per cum. based on the approved design mix including cost of materials royalty cost of transportation from the plant and delivering the same at bandr project site from batching plant to different working location installation , operation and maintenance of 30 cum per hour capacity batching plant and deployment of transit mixer 6 cum capacity etc complete as per instruction of site in charge , supply and delivery of ready mix concrete of m-15 using ppc as per approved design mix with minimum cement content 300 kg per cum. based on the approved design mix including cost of materials royalty cost of transportation from the plant and delivering the same at bandr project site from batching plant to different working location installation , operation and maintenance of 30 cum per hour capacity batching plant and deployment of transit mixer 6 cum capacity etc complete as per instruction of site in charge , supply and delivery of ready mix concrete of m-15 using ppc as per approved design mix with minimum cement content 300 kg per cum. based on the approved design mix including cost of materials royalty cost of transportation from the plant and delivering the same at bandr project site from batching plant to different working location installation , operation and maintenance of 30 cum per hour capacity batching plant and deployment of transit mixer 6 cum capacity etc complete as per instruction of site in charge , supply and delivery of ready mix concrete of m-15 using ppc as per approved design mix with minimum cement content 300 kg per cum. based on the approved design mix including cost of materials royalty cost of transportation from the plant and delivering the same at bandr project site from batching plant to different working location installation , operation and maintenance of 30 cum per hour capacity batching plant and deployment of transit mixer 6 cum capacity etc complete as per instruction of site in charge , supply and delivery of ready mix concrete of m-15 using ppc as per approved design mix with minimum cement content 300 kg per cum. based on the approved design mix including cost of materials royalty cost of transportation from the plant and delivering the same at bandr project site from batching plant to different working location installation , operation and maintenance of 30 cum per hour capacity batching plant and deployment of transit mixer 6 cum capacity etc complete as per instruction of site in charge

State Government

CTN :35912608

10 Jun, 2024 1.85 Crore

Churu - Rajasthan

Tender For corrigendum : package no. rj-11-02/ml-np/2024-25 - missing link road from maharavansar to chhajusar border 2 km, clearing and grubbing road land. clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means. in area of non-thorny jungle., construction of embankment with material obtained from roadway cutting. construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3, excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m. excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per morth specification clause 301.3, granular sub-base with well graded material (table 400-1). by mix in place method. construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount 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 morth specification clause 401. for grading iii material, 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 400-12 & 400-13 and morth specification clause 406.by mechanical means with 1 km lead., prime coat. providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502., providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., 20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) binder. providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means. bitumen (vg-30), seal coat. providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511. b : by mechanical means. case - ii : type b. bitumen (vg-30)., construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per desig

State Government

CTN :35912634

10 Jun, 2024 2.46 Crore

Churu - Rajasthan

Tender For corrigendum : package no. rj-11-01/ml-np/2024-25 - missing link road from balrasar tanwaran to gaushala - 1 km, clearing and grubbing road land. clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means. in area of non-thorny jungle., construction of embankment with material obtained from roadway cutting. construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3, excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m. excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per morth specification clause 301.3, granular sub-base with well graded material (table 400-1). by mix in place method. construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount 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 morth specification clause 401. for grading iii material, 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 400-12 & 400-13 and morth specification clause 406.by mechanical means with 1 km lead., prime coat. providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502., providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., 20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) binder. providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means. bitumen (vg-30), seal coat. providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511.b : by mechanical means.case - ii : type b. bitumen (vg-30)., kilometre stone. reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including p

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