Public Works Department-PWD has published Godu-Bajju-Kolayat To Jhajhu ( Sh87a ) Strengthening And Renewal Of Road From Ranjeetpura To Osian Via Godu-Bajju-Kolayat-Jhaju Shw-87A In Km 25/0 To 26/0 , 30/0 To 35/0 , 38/0 To 41/0 , 50/0 To 53/0 , 56/0 To 60/0 And 65/0 To 77/0 ( 28 . 00 Km . . Submission Date for this Tender is 01-02-2021. Road Repair Tenders in Bajju Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Strengthening and Renewal of Road from Ranjeetpura to Osian via Godu-Bajju-Kolayat-Jhaju SHW-87A in Km 25/0 to 26/0, 30/0 to 35/0, 38/0 to 41/0, 50/0 to 53/0, 56/0 to 60/0 and 65/0 to 77/0 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PART A- EARTH WORK | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | 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 | BI01010001010000000000000515BI0100001113 | 11.2 | Hect. |
| 3 | 3 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | BI01010001010000000000000515BI0100001114 | 30988.7 | Cum |
| 4 | 4 | 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. Deduct if excavated earth as per item No. 3.5 (ii) is used and pushed for filling in embankment. | BI01010001010000000000000515BI0100001115 | 21157.8 | Cum |
| 5 | 5 | 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 | BI01010001010000000000000515BI0100001116 | 33413.9 | Cum |
| 6 | 6 | PART B - WMM WORK | BI01010001010000000000000515BI0100001117 | ||
| 7 | 7 | Milling of distressed bituminous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @ 200&300 sqm of area per hr) fitted with loading conveyer of loading the filled material directly on the trucks i/c hauling and stock billing the reclaiming to bring to required specification to reuse with the approval of engineer-in-charge for safe disposal with all leads and lifts complete in all respect as directly by Engineer-in-charge.\nNote: The unutilized quality of reclaimed bituminous mix material shall be recovered. | BI01010001010000000000000515BI0100001118 | 1621.2 | Cum |
| 8 | 8 | Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by manual mean method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.. For Grading III Material | BI01010001010000000000000515BI0100001119 | 14732.5 | Cum |
| 9 | 9 | 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 | BI01010001010000000000000515BI0100001120 | ||
| 10 | 10 | For Improvement Section (as enclosed) | BI01010001010000000000000515BI0100001121 | 3373.65 | Cum |
| 11 | 11 | For carriageway km 25/0 to 26/0 & 30/0 to 35/0 | BI01010001010000000000000515BI0100001122 | 5944.05 | Cum |
| 12 | 12 | PART C- BITUMINIOUS WORK | BI01010001010000000000000515BI0100001123 | ||
| 13 | 13 | Providing & laying 20 mm thick premix patching with 0.27 Cum of stone chipping (0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size) mixed with 14.6 kg of suitable VG-Grade per 10 Sqm of road surface including heating of binder and aggregate mixing of aggregate and binder, cleaning the area of patch, pot holes cut to regular shape with vertical side, removing all loose & disintegrated material, application of tack coat Biitumen VG-10 @ 2.25 kg. per 10 Sqm., laying of patching material and compating with 8-10 tonne power road roller including cost of bitumen, aggregate fuel, lubrication, binder, hire charges of Machinery, T&P etc. | BI01010001010000000000000515BI0100001124 | 13037.5 | Sqm |
| 14 | 14 | 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 | BI01010001010000000000000515BI0100001125 | 62118 | Sqm |
| 15 | 15 | Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503 and IRC-16-2008. | BI01010001010000000000000515BI0100001126 | 62118 | Sqm |
| 16 | 16 | Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503 and IRC-16-2008 | BI01010001010000000000000515BI0100001127 | 328083 | Sqm |
| 17 | 17 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder as per Job Mix by weight of total 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 Specifications Clause 505 complete in all respects. Grading - II (19 mm (Nominal Size)) | BI01010001010000000000000515BI0100001128 | 10419.9 | Cum |
| 18 | 18 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder as per Job Mix 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 Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) With Bitumen (VG-30) | BI01010001010000000000000515BI0100001129 | 5853.02 | Cum |
| 19 | 19 | PART D- C.C. WORK | BI01010001010000000000000515BI0100001130 | ||
| 20 | 20 | Construction of dry lean cement concrete 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.Construction of dry lean cement concrete 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | BI01010001010000000000000515BI0100001131 | 1042.88 | Cum |
| 21 | 21 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement of M-35 Grade, thickness as per design, over a prepared sub base, with cement or any other type as per Clause 1501.2.2 of MoRD Specification, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate 31.5 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 and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments | BI01010001010000000000000515BI0100001132 | 1687.5 | Cum |
| 22 | 22 | PART - E ROAD FURNITURE | BI01010001010000000000000515BI0100001133 | ||
| 23 | 23 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. | BI01010001010000000000000515BI0100001134 | ||
| 24 | 24 | Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001135 | 34 | Nos |
| 25 | 25 | 200 m stone (precast) | BI01010001010000000000000515BI0100001136 | 112 | Nos |
| 26 | 26 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 | BI01010001010000000000000515BI0100001137 | ||
| 27 | 27 | 900 mm equilateral triangle | BI01010001010000000000000515BI0100001138 | 30 | Nos |
| 28 | 28 | 600 mm circular | BI01010001010000000000000515BI0100001139 | 15 | Nos |
| 29 | 29 | 600 mm x 450 mm rectangular | BI01010001010000000000000515BI0100001140 | 10 | Nos |
| 30 | 30 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. | BI01010001010000000000000515BI0100001141 | 7 | Nos |
| 31 | 31 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size | BI01010001010000000000000515BI0100001142 | 7.2 | Sqm |
| 32 | 32 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. | BI01010001010000000000000515BI0100001143 | 9931.2 | Sqm |
| 33 | 33 | Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. | BI01010001010000000000000515BI0100001144 | 2240 | Each |
| 34 | 34 | P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete M-10 block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:3:6) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side | BI01010001010000000000000515BI0100001145 | 225 | Each |
| 35 | 35 | Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom | BI01010001010000000000000515BI0100001146 | 50 | Nos |
| 36 | 36 | Fixing of sign board having two posts including excavation cement concrete 1:5:10(30X30X60 cms.) and transportation complete of size. : 60x75 cm, 90x60 cm, 75x45 cm, & 60x45 cm. | BI01010001010000000000000515BI0100001147 | 50 | Nos |
| 37 | 37 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. | BI01010001010000000000000515BI0100001148 | 1 | Nos |
| 38 | 38 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness framed to steel hollow section of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate. The size of definition plate shall be 1500 x 600 mm and embedding the post by M-15 mix C.C. block 300x300x600mm including lettering / writing and painting etc. complete in all respect. | BI01010001010000000000000515BI0100001149 | 1 | Nos |
| 39 | 39 | PART F- PROTECTION WORK | BI01010001010000000000000515BI0100001150 | ||
| 40 | 40 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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.Ordinary soil Upto 3 m depth | BI01010001010000000000000515BI0100001151 | 1816.65 | Cum |
| 41 | 41 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001152 | 236.55 | Cum |
| 42 | 42 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104Random Rubble Masonry In 1:6 cement mortar | BI01010001010000000000000515BI0100001153 | 1218.6 | Cum |
| 43 | 43 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5 m P.C.C. grade M 20 Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001154 | 79.65 | Cum |
| 44 | 44 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRTH specifications Clause 2504.2.1 Stone/Boulder | BI01010001010000000000000515BI0100001155 | 782.6 | Cum |
| 45 | 45 | Plastering with cement mortar (1:4), 20 mm thick on Stone work.. | BI01010001010000000000000515BI0100001156 | 489.6 | Sqm |
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