Public Works Department Tender
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Costs
EMD
₹ 1,64,040Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_428264_10Bid Award Id
ViewTender No
02/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
NH-123 to Naripura-Bisaytipura Via Umrara
1890
72
136080
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 To achieve 100% Proctor density
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-
NH-123 to Naripura-Bisaytipura Via Umrara
420
563
236460
Pachgav nahar to Bhilgawan via naiyo ka pura
328.5
563
184945.5
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 Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary 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 (53-22.4 mm) crusher broken
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Repair of Hardev Nagar, Halbai khana, Bajariya Road, Lal bazar, Top Tiraha, Station Road etc.
82.5
1388
114510
Repair of Ondela Road to Commandent House
82.5
1388
114510
NH-123 to Naripura-Bisaytipura Via Umrara
73.13
1388
101497.5
Pachgav nahar to Bhilgawan via naiyo ka pura
618.75
1388
858825
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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-
NH-123 to Naripura-Bisaytipura Via Umrara
7687.5
11
84562.5
Pachgav nahar to Bhilgawan via naiyo ka pura
7837.5
11
86212.5
Providing and laying open graded 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 lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade 60/70
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NH-123 to Naripura-Bisaytipura Via Umrara
7687.5
120
922500
Pachgav nahar to Bhilgawan via naiyo ka pura
7837.5
120
940500
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) 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 with bitumen grade 60/70
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-
NH-123 to Naripura-Bisaytipura Via Umrara
7687.5
39
299812.5
Pachgav nahar to Bhilgawan via naiyo ka pura
7837.5
39
305662.5
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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NH-123 to Naripura-Bisaytipura Via Umrara
146.25
5720
836550
Pachgav nahar to Bhilgawan via naiyo ka pura
61.88
5720
353925
Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dress-sing 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]Ordinary Soil
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-
NH-123 to Naripura-Bisaytipura Via Umrara
19.23
177
3404.37
Pachgav nahar to Bhilgawan via naiyo ka pura
9.62
177
1702.19
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 stone aggregate 40 mm hand broken aggregate.
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NH-123 to Naripura-Bisaytipura Via Umrara
2.91
3656
10638.96
Pachgav nahar to Bhilgawan via naiyo ka pura
1.46
3656
5319.48
Stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in CM 1:3 Random rubble masonry
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-
NH-123 to Naripura-Bisaytipura Via Umrara
6.75
3493
23577.75
Pachgav nahar to Bhilgawan via naiyo ka pura
3.38
3493
11788.88
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 NP - 3 300 mm dia
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NH-123 to Naripura-Bisaytipura Via Umrara
15
732
10980
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 NP - 3 600 mm dia
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-
Pachgav nahar to Bhilgawan via naiyo ka pura
7.5
1729
12967.5
Providing and laying cement concrete coping 1:2:4 mix, complete as per specifications 50 mm Thick
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-
NH-123 to Naripura-Bisaytipura Via Umrara
3
216
648
Pachgav nahar to Bhilgawan via naiyo ka pura
1.5
216
324
Providing Cement pointing 1:2 Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
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-
NH-123 to Naripura-Bisaytipura Via Umrara
18
63
1134
Pachgav nahar to Bhilgawan via naiyo ka pura
9
63
567
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 within a lead of 1000m. [MoRTH Spe Cement concerte plain 1:2:4 mix and precast cement concerte blocks.
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Repair of Hardev Nagar, Halbai khana, Bajariya Road, Lal bazar, Top Tiraha, Station Road etc.
147
1645
241815
Repair of Ondela Road to Commandent House
147
1645
241815
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-40 grade
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Repair of Hardev Nagar, Halbai khana, Bajariya Road, Lal bazar, Top Tiraha, Station Road etc.
165
6210
1024650
Repair of Ondela Road to Commandent House
165
6210
1024650
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