Rajasthan State Agricultural Marketing Board-RSAMB has published construction Const. Of Various Kisan Path Roads Kums Bijaynagar Ajmer Package 01 / 2021-22 District Ajmer C . Submission Date for this Tender is 30-09-2021. Footpath Work Tenders in Ajmer Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 1. Const. of Kishan path Kelu Bijaynagar Road to Jorawarpura under KUMS Bijaynagar |
| 2 | Clearing and grubbing road land including uprooting rand vegetation grass bush shrubs saplings and trees of girth upto 300 mm removal of stumps diposal of unserviceable material and stacking of serviceable material upto 1000m from road boundary as per MoRTH specification 201 By Manual Means In area of thorny jungle. |
| 3 | Construction Of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per |TechnicalSpecification Clause 301.5 with lead 500 mtr to 1000 mtr |
| 4 | Providing and laying granular Sub-base material having PI not more than 6, including compacted thickness and consolidation by 8-10 tonne power rollerat OMC to achiveve desired density to required camber and grade including cost of water and hire charges of machinery including T&P and all lead of material from quarry(Compacted thickness to be measured Grading as per MoRTH Sepcification Table 400-1, 400-2 with CBR value not less than 20 to achieve 95% proctor density. |
| 5 | Providing laying spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to water bound macadam specification including spreading in uniform thickness hand packing rolling with power roller 8-10 tonnes. In stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (With water browser) and rolling making necessar earthen bund to protect edegs, lighting guarding barricading and maintenance of diversion etc. (MoRTH) Specification : Clause 404) (by manual means) with all leads (compacted thickness as Specified to be measured) Grading no. 2 (63-45mm) Crusher broken. |
| 6 | Providing laying spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to water bound macadam specification including spreading in uniform thickness hand packing rolling with power roller 8-10 tonnes. In stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (With water browser) and rolling making necessar earthen bund to protect edegs, lighting guarding barricading and maintenance of diversion etc. (MoRTH) Specification : Clause 404) (by manual means) with all leads (compacted thickness as specified to be measured) Grading No 3 (53-22.4mm) Crusher broken. |
| 7 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer"s specification @ 2.75kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specfied rates and temperatures as per Morth specification CI. 503, 112 |
| 8 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS 8887 & manufacturer"s specifications @ 8.5kg/10sqm with a sell propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly specified rate and temperatures including cleaning of road surface as per MoRTH specification Clause 502, 112 |
| 9 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23 heating bituminous binder @ 14.6kg/10sqm and aggregates in Hot mix Plant (including cost of antistripping compound, wherever required) transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1km (MoRTH sepcification Clasue 511, 112) with all lead In Hot mix Plant 40-60 TPH including loading of aggregates with F.E. loader (A) with bitumen grade VG 30 |
| 10 | Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum Per 10sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (inclding cost of antistripping compound, werever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material (MoRTH Specification : Clause 513) With all lead. for with bitumen grade VG-30 |
| 11 | Supply of direction an place identification sign boards made out of 2mm thick sheet framed to angle iron 40x40x5mm and two vertical posts of angle size 65x65x6mm 3m long with hold fasts, stove enamelled paint and reflective letters, numerals,, symbols etc complete of size 1500x1200mm |
| 12 | Installation of sing boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300mm dia. RCC hume pipe (IS marked) 1.20m long 75cm embedded in ground, the in side of pipe shall be filled with cement concrete 1:4:8 with semi - circular hump at top, the pipe shall be painted white enamel paint including transportation etc. complete. For double post |
| 13 | S&F in Position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint egngraving letters and numerals as per IRC standard design complete. A) Ordinary km stone for NH |
| 14 | B) 200mts stone |
| 15 | Earth Work in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3mm clear from the edge of excavation and subsequent filling around hume pipes/masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres (Morth Spceification clause 301, 304) for Hard soil with pick work |
| 16 | Providing and laying mechanically mixed and vibrated cement concrete in foundation up to a depth of 1:5 meters below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification Clause 1000&1700 P.C.C 1:3:6 mix with crushed stone aggregate 20mm nominal size |
| 17 | Providing and layingStone masonry work in cement mortar 1:3 with mechanical mixer for foundation(any Level) complete including all scaffolding etc excluding poiinting and plastering as per drawing and technical specification as per MoRTH Specification Section 1000, 1400 Random rubble Masonry |
| 18 | Providing, laying & Fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume of spun yard nad neatly finished with rich grout of cement mortar 1:3 or having flexible rubber ring joint made with prefectly and water tight including testing of joints as per MoRTH Specification Clause 1000 & 2900 |
| 19 | NP-3 300mm dia |
| 20 | NP-3 1000mm dia |
| 21 | Providing Cement Plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specification Clause 1000 & 1300 |
| 22 | Const. of Un-Reinforce dcwel jointed plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement@ 400kg per cum, coarse and fine aggregate conforming to IS 383 maximum size of course 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 continous cperation including provision of contraction expansion contruction and lognitudinal joints joint filler, separation membrance sealant primer, joint sealant debonding strip dowel bar tie rod, admixtures as approved curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. |
| 23 | Providing and laying plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specificaiton Clause 1000 & 1700 with all lead. for P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr from ground level |
| 24 | 2. Const. of Kishan path Kelu Road to Nadi Kheda G.P. Nandwada under KUMS Bijaynagar |
| 25 | Clearing and grubbing road land including uprooting rand vegetation grass bush shrubs saplings and trees of girth upto 300 mm removal of stumps diposal of unserviceable material and stacking of serviceable material upto 1000m from road boundary as per MoRTH specification 201 By Manual Means In area of thorny jungle. |
| 26 | Construction Of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per |TechnicalSpecification Clause 301.5 with lead 500 mtr to 1000 mtr |
| 27 | Providing and laying granular Sub-base material having PI not more than 6, including compacted thickness and consolidation by 8-10 tonne power rollerat OMC to achiveve desired density to required camber and grade including cost of water and hire charges of machinery including T&P and all lead of material from quarry(Compacted thickness to be measured Grading as per MoRTH Sepcification Table 400-1, 400-2 with CBR value not less than 20 to achieve 95% proctor density. |
| 28 | Providing laying spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to water bound macadam specification including spreading in uniform thickness hand packing rolling with power roller 8-10 tonnes. In stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (With water browser) and rolling making necessar earthen bund to protect edegs, lighting guarding barricading and maintenance of diversion etc. (MoRTH) Specification : Clause 404) (by manual means) with all leads (compacted thickness as Specified to be measured) Grading no. 2 (63-45mm) Crusher broken. |
| 29 | Providing laying spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to water bound macadam specification including spreading in uniform thickness hand packing rolling with power roller 8-10 tonnes. In stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (With water browser) and rolling making necessar earthen bund to protect edegs, lighting guarding barricading and maintenance of diversion etc. (MoRTH) Specification : Clause 404) (by manual means) with all leads (compacted thickness as specified to be measured) Grading No 3 (53-22.4mm) Crusher broken. |
| 30 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer"s specification @ 2.75kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specfied rates and temperatures as per Morth specification CI. 503, 112 |
| 31 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS 8887 & manufacturer"s specifications @ 8.5kg/10sqm with a sell propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly specified rate and temperatures including cleaning of road surface as per MoRTH specification Clause 502, 112 |
| 32 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23 heating bituminous binder @ 14.6kg/10sqm and aggregates in Hot mix Plant (including cost of antistripping compound, wherever required) transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1km (MoRTH sepcification Clasue 511, 112) with all lead In Hot mix Plant 40-60 TPH including loading of aggregates with F.E. loader (A) with bitumen grade VG 30 |
| 33 | Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum Per 10sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (inclding cost of antistripping compound, werever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material (MoRTH Specification : Clause 513) With all lead. for with bitumen grade VG-30 |
| 34 | Supply of direction an place identification sign boards made out of 2mm thick sheet framed to angle iron 40x40x5mm and two vertical posts of angle size 65x65x6mm 3m long with hold fasts, stove enamelled paint and reflective letters, numerals,, symbols etc complete of size 1500x1200mm |
| 35 | Installation of sing boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300mm dia. RCC hume pipe (IS marked) 1.20m long 75cm embedded in ground, the in side of pipe shall be filled with cement concrete 1:4:8 with semi - circular hump at top, the pipe shall be painted white enamel paint including transportation etc. complete. For double post |
| 36 | S&F in Position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint egngraving letters and numerals as per IRC standard design complete. A) Ordinary km stone for NH |
| 37 | B) 200mts stone |
| 38 | Earth Work in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3mm clear from the edge of excavation and subsequent filling around hume pipes/masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres (Morth Spceification clause 301, 304) for Hard soil with pick work |
| 39 | Providing and laying mechanically mixed and vibrated cement concrete in foundation up to a depth of 1:5 meters below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification Clause 1000&1700 P.C.C 1:3:6 mix with crushed stone aggregate 20mm nominal size |
| 40 | Providing and layingStone masonry work in cement mortar 1:3 with mechanical mixer for foundation(any Level) complete including all scaffolding etc excluding poiinting and plastering as per drawing and technical specification as per MoRTH Specification Section 1000, 1400 Random rubble Masonry |
| 41 | Providing, laying & Fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume of spun yard nad neatly finished with rich grout of cement mortar 1:3 or having flexible rubber ring joint made with prefectly and water tight including testing of joints as per MoRTH Specification Clause 1000 & 2900 |
| 42 | NP-3 300mm dia |
| 43 | NP-3 1000mm dia |
| 44 | Providing Cement Plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specification Clause 1000 & 1300 |
| 45 | Const. of Un-Reinforce dcwel jointed plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement@ 400kg per cum, coarse and fine aggregate conforming to IS 383 maximum size of course 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 continous cperation including provision of contraction expansion contruction and lognitudinal joints joint filler, separation membrance sealant primer, joint sealant debonding strip dowel bar tie rod, admixtures as approved curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. |
| 46 | Providing and laying plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specificaiton Clause 1000 & 1700 with all lead. for P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr from ground level |
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