Public Works Department-PWD has published Tender For Construction Of Non-Patchable/ Missing Link Road Under Pkg. No. Rj-24-01/Np/Ml/2024-25 In Distt. Nagaur. Submission Date for this Tender is 22-05-2024. Road Work Tenders in merta Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Apr-2024 | DATE EXTENDED | Date | 22-05-2024 |
| FileName | File Description | File Size |
| 4f84297f-2a38-446d-a00d-ecc69f3b83d2.html | Tender Notice | 0 KB |
| 01BID.pdf | Tender Document | 0 KB |
| BOQ_692916.xls | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Tendernotice_2.pdf | Tender Document | 0 KB |
| Tendernotice_3.pdf | Tender Document | 0 KB |
| Tendernotice_4.pdf | Tender Document | 0 KB |
| Tendernotice_5.pdf | Tender Document | 0 KB |
| Tendernotice_6.pdf | Tender Document | 0 KB |
| Tendernotice_7.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Part "A" Road work : Clearing & grubbing road land incl. uprooting rank vegetation, grass, bush, shrubs, saplings & trees of girth upto 300mm, removal of stumps, disposal of unserviceable material & stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle |
| 2 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 3 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses |
| 5 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 6 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 7 | Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material withina lead of 1000m. [MoRTH Specification clause 202] Cement concerte plain 1:2:4 mix and precast cement concerte blocks. |
| 8 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 9 | 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 & compacting to meet requirement of Tables 300.1 & 300.2 with a lead upto 1000 m as per Technical Specification Clause 301 to 305__do__with lead upto - 50mtr to 500 Mtr |
| 10 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 11 | Earth work in excavation incl. stacking/ disposal of surplus earth with all lifts & lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In hard soil mixed with kankar,boulders etc. above 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/ dumper. |
| 12 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 13 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 14 | Earth work in excavation incl. stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In ordInary soil mechanically by power shovel incl. mechanical loading and carriage upto 1 km by tipper/dumper |
| 15 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 16 | Compensation for earth, taken from private land with all lead & lift (Land to be arranged by private negotiations by the contractor) [MoRTH Specification : Clause 301to 305]. |
| 17 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 18 | Add extra over Item No. 3.1 to 3.4 for earth work in embankement construction, side slopes etc. incl. compaction in 200 mm thick loose layers & dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering & rolling. |
| 19 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 20 | Extra for watering the earth to bring the earth upto required O.M.C excluding rolling |
| 21 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 22 | Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 100% of maximum dry density (Modified Heavy Proctor test) |
| 23 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 24 | Carriage of Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge. Incl. loading unloading etc.with alead of 10 km.(Except Ist km) which is already paid. |
| 25 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 26 | Providing, laying, spreading & compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course incl. premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base & compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading & maintenance of diversion complete. [MoRTH specification : Clause 401]by mechanical means withall lead. |
| 27 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 28 | Providing and laying granular sub-base material (From Natural Quarry)having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power rollerto 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).as per MoRTH specifaction table 400-1,400-2( iii) Grading lll |
| 29 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 30 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-8 &400-9 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 screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken |
| 31 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 32 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 33 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-8 &400-9 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 screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken |
| 34 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 35 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 36 | Providing & applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates & temperatures incl. cleaning of road surface as per MoRTH specification CIause- 502,112 7.0-10.0 kg /10Sqm |
| 37 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 38 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 39 | Providing & applying tack coat with bitumen emulsion on the prepared surface incl. cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates & temperatures as per MoRTH specification CI. 503,112 "On surface treated with primer 2.50 to3.0 kg /10sqm |
| 40 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 41 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 42 | Providing andlayingopengraded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. 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 & seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, incl. loading of aggregates with F.E loader.b) with bitumen grade 60/70 (VG-30) |
| 43 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 44 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 45 | Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required)inmini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH "b) with bitumen grade 60/70 (VG-30) |
| 46 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 47 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 48 | Part" B" C.C. Pavement work : Construction of rolled cement concrete base course with coarse & fine aggregate conforming to IS: 383 , the size of coarse aggregate not exceeding 25 mm with minimum, agg. cement ratio 15:1& minimum cement content of 200 kg/cum, agg. gradation after blending, mixing in batching plant as per mix design at optimum moisture content, transporting to site, laying with a hydrostatic paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing & curing. |
| 49 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 50 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 51 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 Kg per cum, 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 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.Design mix grade M-30 |
| 52 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 53 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 54 | Part "C" Side Drain : Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304]Hard soil mixed with kankarboulder etc.above 20% |
| 55 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 56 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 57 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres 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 20 mm nominal size. |
| 58 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 59 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 60 | Providing and laying Jodhpur bhura stone machine cut rough stone patti having lengh 1.20mto 1.50 m for road side drain including fixing and pointing In CM 1:3laid over prepared on CC baseas per direction of Engineer incharge |
| 61 | Patti thickness 70 mm to .80 mm |
| 62 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 63 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 64 | Patti thickness 140 mm to160 mm |
| 65 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 66 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 67 | Part" D" Road Furniture : S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) |
| 68 | 5 Km Stone |
| 69 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 70 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 71 | Ordinary km stone for NH |
| 72 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 73 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 74 | 200 Mts Stone |
| 75 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 76 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 77 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast incl. 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 shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm & embedding the posts by M-15 mix C.C. block 300x300x600 mm incl. lettering / writing and painting etc. complete in all respect |
| 78 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 79 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 80 | Supply of cautionary/warning refelective sign boards made out of 2mm thick M.S. sheet as per IRC - 67 (latest revision), stove enamelled and refelective symbol fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 900 mm equilateral triangle |
| 81 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 82 | Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. |
| 83 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 84 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 85 | Part"E" CD work : Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304]Hard soil mixed with kankarboulder etc.above 20% |
| 86 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 87 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 88 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres 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 20 mm nominal size. |
| 89 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 90 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 91 | Providing & laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for "AA" class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 0.75 M x 0.75 M |
| 92 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 93 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 94 | Providing & laying stone masonry work in cement mortarwith mechanical mixer for foundation (any level) complete including all scaffolding etc. but excl. pointing & plastering as per drawing & technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry In cement mortar 1:4 |
| 95 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 96 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 97 | Providing Cement plaster 20mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause: 1000 & 130 |
| 98 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 99 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 100 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : |
| 101 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 102 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
| 103 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900, 300 mm dia |
| 104 | Merta City to Basni Neta Via Sogawas Kheduli Jaroda Road (VR-271)in km 0/700 to9/700 |
| 105 | MertaRoad to Mokala via Gangarda-Gangardi road (VR-473) in km 0/0 to8/800 |
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