Public Works Department Tender
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Costs
EMD
₹ 3,83,340Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_428264_1Bid 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
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Mithawali km 0/0 to 3/0
12000
12
144000
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A/R to Devkhera 0/0 to 2/0
8000
12
96000
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Hathwari to Dhodhikapura 0/0 to 3/0
12000
12
144000
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Silawat to pooth km 0/0 to 1/700
6800
12
81600
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Madhopura km 0/0 to 0/600
-
-
-
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Clearing grass and removal of rubbish (maximum 150 mm) upto a distance of 100 mtrs. outside the periphery of the area cleared-by manual means.
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-
-
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Machhariya to Andwapuraini km 0/0 to 4/0
1.4
15650
21910
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A/R to Bichola km 0/0 to 1/500
0.6
15650
9390
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Mithawali km 0/0 to 3/0
1.2
15650
18780
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A/R to Devkhera 0/0 to 2/0
0.8
15650
12520
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Hathwari to Dhodhikapura 0/0 to 3/0
1.2
15650
18780
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Silawat to pooth km 0/0 to 1/700
0.68
15650
10642
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Providing, laying, spreading and 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 including 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 and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead.
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-
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Machhariya to Andwapuraini km 0/0 to 4/0
338.06
844
285322.64
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A/R to Bichola km 0/0 to 1/500
95.63
844
80711.72
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Mithawali km 0/0 to 3/0
213.19
844
179932.36
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A/R to Devkhera 0/0 to 2/0
141.19
844
119164.36
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Hathwari to Dhodhikapura 0/0 to 3/0
82.69
844
69790.36
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Silawat to pooth km 0/0 to 1/700
120.09
844
101355.96
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Madhopura km 0/0 to 0/600
56.53
844
47711.32
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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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-
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Machhariya to Andwapuraini km 0/0 to 4/0
208.41
1388
289273.08
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A/R to Bichola km 0/0 to 1/500
111.09
1388
154192.92
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Mithawali km 0/0 to 3/0
140.34
1388
194791.92
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A/R to Devkhera 0/0 to 2/0
93.09
1388
129208.92
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Hathwari to Dhodhikapura 0/0 to 3/0
68.34
1388
94855.92
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Silawat to pooth km 0/0 to 1/700
79.17
1388
109887.96
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Madhopura km 0/0 to 0/600
56.53
1388
78463.64
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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 @2.75 kg/10 sqm
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-
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Machhariya to Andwapuraini km 0/0 to 4/0
13125
11
144375
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A/R to Bichola km 0/0 to 1/500
5625
11
61875
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Mithawali km 0/0 to 3/0
11250
11
123750
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A/R to Devkhera 0/0 to 2/0
7500
11
82500
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Hathwari to Dhodhikapura 0/0 to 3/0
9000
11
99000
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Silawat to pooth km 0/0 to 1/700
6375
11
70125
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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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-
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Machhariya to Andwapuraini km 0/0 to 4/0
15093.75
120
1811250
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A/R to Bichola km 0/0 to 1/500
6468.75
120
776250
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Mithawali km 0/0 to 3/0
12937.5
120
1552500
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A/R to Devkhera 0/0 to 2/0
8625
120
1035000
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Hathwari to Dhodhikapura 0/0 to 3/0
10350
120
1242000
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Silawat to pooth km 0/0 to 1/700
7331.25
120
879750
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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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-
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Machhariya to Andwapuraini km 0/0 to 4/0
13125
39
511875
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A/R to Bichola km 0/0 to 1/500
5625
39
219375
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Mithawali km 0/0 to 3/0
11250
39
438750
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A/R to Devkhera 0/0 to 2/0
7500
39
292500
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Hathwari to Dhodhikapura 0/0 to 3/0
11250
39
438750
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Silawat to pooth km 0/0 to 1/700
6375
39
248625
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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)
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-
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Machhariya to Andwapuraini km 0/0 to 4/0
3
1624
4872
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A/R to Bichola km 0/0 to 1/500
8
1624
12992
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Mithawali km 0/0 to 3/0
3
1624
4872
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A/R to Devkhera 0/0 to 2/0
3
1624
4872
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Hathwari to Dhodhikapura 0/0 to 3/0
3
1624
4872
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Silawat to pooth km 0/0 to 1/700
3
1624
4872
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Supplying Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom150 x 120 cm.1500 x 1200 mm
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-
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Machhariya to Andwapuraini km 0/0 to 4/0
2
3785
7570
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A/R to Bichola km 0/0 to 1/500
2
3785
7570
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Mithawali km 0/0 to 3/0
2
3785
7570
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A/R to Devkhera 0/0 to 2/0
2
3785
7570
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Hathwari to Dhodhikapura 0/0 to 3/0
2
3785
7570
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Silawat to pooth km 0/0 to 1/700
2
3785
7570
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Madhopura km 0/0 to 0/600
1
3785
3785
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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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-
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Machhariya to Andwapuraini km 0/0 to 4/0
338.06
5720
1933703.2
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A/R to Bichola km 0/0 to 1/500
95.63
5720
547003.6
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Mithawali km 0/0 to 3/0
213.19
5720
1219446.8
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A/R to Devkhera 0/0 to 2/0
141.19
5720
807606.8
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Hathwari to Dhodhikapura 0/0 to 3/0
82.69
5720
472986.8
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Silawat to pooth km 0/0 to 1/700
120.09
5720
686914.8
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Madhopura km 0/0 to 0/600
113.06
5720
646703.2
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