Public Works Department Tender
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Costs
EMD
₹ 3,66,920Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_428281_1Bid Award Id
ViewTender No
NIT No. 12/2024-25 EE PWD Dn. Nagar (2)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Guhana to Parmadra 0/0 to 2/0
2419.2
58
140313.6
Dhamari to Nahara Chouth 0/0 to 3/400
4238.1
58
245809.8
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 30.
i)To achieve 100% Proctor density
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-
-
A/R to Chulhera 0/0 to 1/0
327.35
590
193136.5
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
1043
590
615370
Guhana to Parmadra 0/0 to 2/0
626.4
590
369576
Dhamari to Nahara Chouth 0/0 to 3/400
1125.73
590
664180.7
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 (53-22.4mm) crusher roken
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-
A/R to Chulhera 0/0 to 1/0
212.06
1461
309819.66
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
1068.75
1461
1561443.75
Guhana to Parmadra 0/0 to 2/0
538.88
1461
787303.68
Dhamari to Nahara Chouth 0/0 to 3/400
722.53
1461
1055616.33
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 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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-
-
A/R to Chulhera 0/0 to 1/0
3075
26
79950
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
12750
26
331500
Guhana to Parmadra 0/0 to 2/0
6300
26
163800
Dhamari to Nahara Chouth 0/0 to 3/400
10387.5
26
270075
Providing and applying tack coat with bitumen emulsion on the prepared surface including 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 and temperatures as per MoRTH specification CI.503,112
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-
-
A/R to Chulhera 0/0 to 1/0
3075
9
27675
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
12750
9
114750
Guhana to Parmadra 0/0 to 2/0
6300
9
56700
Dhamari to Nahara Chouth 0/0 to 3/400
10387.5
9
93487.5
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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-
-
A/R to Chulhera 0/0 to 1/0
3075
125
384375
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
12750
125
1593750
Guhana to Parmadra 0/0 to 2/0
6300
125
787500
Dhamari to Nahara Chouth 0/0 to 3/400
10387.5
125
1298437.5
Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC : SP:98-2013 over item of Open Graded Premix Carpet @ 8% of the quantity of Bitumen by Weight including mixing of aggregate and plastic waste in Hot Mix Plant ( The Bitumen content will be as per respective Clause of Morth Specifications),
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-
-
A/R to Chulhera 0/0 to 1/0
3075
3
10762.5
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
12750
3
44625
Guhana to Parmadra 0/0 to 2/0
6300
3
22050
Dhamari to Nahara Chouth 0/0 to 3/400
10387.5
3
36356.25
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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-
-
A/R to Chulhera 0/0 to 1/0
3075
42
129150
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
12750
42
535500
Guhana to Parmadra 0/0 to 2/0
6300
42
264600
Dhamari to Nahara Chouth 0/0 to 3/400
10387.5
42
436275
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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-
-
A/R to Chulhera 0/0 to 1/0
101.25
5926
600007.5
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
225
5926
1333350
Guhana to Parmadra 0/0 to 2/0
180
5926
1066680
Dhamari to Nahara Chouth 0/0 to 3/400
354.38
5926
2100026.25
Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.
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-
-
A/R to Chulhera 0/0 to 1/0
22.5
553
12442.5
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
67.5
553
37327.5
Guhana to Parmadra 0/0 to 2/0
18
553
9954
Dhamari to Nahara Chouth 0/0 to 3/400
52.5
553
29032.5
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, 300mm dia
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-
A/R to Chulhera 0/0 to 1/0
15
867
13005
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
60
867
52020
Guhana to Parmadra 0/0 to 2/0
15
867
13005
Dhamari to Nahara Chouth 0/0 to 3/400
30
867
26010
Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board)
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-
A/R to Chulhera 0/0 to 1/0
2
7795
15590
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
2
7795
15590
Guhana to Parmadra 0/0 to 2/0
1
7795
7795
Dhamari to Nahara Chouth 0/0 to 3/400
2
7795
15590
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 for
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-
A/R to Chulhera 0/0 to 1/0
2
1898
3796
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
4
1898
7592
Guhana to Parmadra 0/0 to 2/0
2
1898
3796
Dhamari to Nahara Chouth 0/0 to 3/400
4
1898
7592
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) 200m stone
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-
A/R to Chulhera 0/0 to 1/0
4
461
1844
Deeg-Sikri Road to Pehlwada 0/0 to 3/530
10
461
4610
Guhana to Parmadra 0/0 to 2/0
5
461
2305
Dhamari to Nahara Chouth 0/0 to 3/400
8
461
3688
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