Public Works Department-PWD has published Tender For 1- Construction Of Missing Link /Non Patchable Road 2024-25 Pkg No Rj-13-01/Np.Ml/2024-25. Submission Date for this Tender is 02-04-2024. Road Work Tenders in dholpur Rajasthan. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201By Mechanical MeansIn area of light jungle |
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4 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
5 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
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7 | Striping excess soil from the shoulder surface including disposal of excess earth side slopes to achieve the approved level and compacting with plate compactor upto 75mm average depth complete as per MoRTH specification clause 3003 |
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9 | 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 : 202By Mechanical Means Bituminous courses |
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11 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
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13 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve 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 specification : Table 400-1,400-2 with CBR value not less than 20 (i)To achieve 100% Proctor density |
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15 | fjU;qoy dk;Z fprkSjk ls ckcw egkjkt |
16 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
17 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
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19 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &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 Stone 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 |
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22 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
23 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
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25 | Providingandlaying WBM Patching usingcrusher broken aggregate including preparationofpot hole, scarifying and re-shapingtotherequired grade and camber, asper the standard specifications, spreading of material, consolidation with mechanical drop hammer of 11.40kg hand rammer or 8-10tonne power roller, spreading & consolidation of binding material including cost of fuel and lubricants and hire charges of T & P. |
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27 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 7.5 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 |
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29 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
30 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
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32 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 |
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35 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
36 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
37 | fjU;qoy dk;Z fprkSjk ls ihijhiqjk |
38 | 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 and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all leadIn Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader.b) with bitumen grade 60/70 |
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41 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
42 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
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44 | 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 Specification : Clause 513] with all leadb) with bitumen grade 60/70 |
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47 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
48 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
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50 | 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) Ordinary km stone |
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53 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
54 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
55 | fjU;qoy dk;Z fprkSjk ls ihijhiqjk |
56 | 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) 200 m stone |
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59 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
60 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
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62 | 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. |
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65 | fjU;qoy dk;Z tk[kh xkae iapk;r mejkjk ls ljkuh[ksM+k |
66 | fjU;qoy dk;Z elwniqj ugj ls lknazk gksrs gq;s ckM+h gkbos |
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68 | 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 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 shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect |
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74 | Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade), Coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 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 sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, 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. Cement concrete M-30 grade |
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