Public Works Department Tender
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Costs
EMD
₹ 1,69,940Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWD_16330_1Tender No
12 of PWD Nyoma of 2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG- 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
4800
281
1351584
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Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
2400
104
251256
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Supply and filling of earth/berm incl. all sorts of carriage complete job.
280
423
118644.40000000001
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Providing and fixing of M.S pipe of size 300mm dia and 20 feet lenth incl. carriage, excavation , bedding and refilling of earth all complete.
5
33898
169491.55
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Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge All kinds of soil 80%
240
208
50020.799999999996
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Ordinary rock( By Manual means) 20%
60
383
23033.399999999998
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
24
6606
158545.91999999998
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
327.6
5730
1877275.7640000002
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Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid without bond stone
218.4
4010
875980.56
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Back filling for R-wall with material as available from rough cutting comprising of stone boulders , earth, kankar , shingle, etc incl. carriage complete. Stone filling
252
720
181525.68000000002
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Rough filling
588
550
323899.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
18
7993
143883.9
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Carriage of materials by Mechnical Transport. Stone ….....5km
760.2
236
179893.728
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Carriage of materials by Mechnical Transport. Aggregate ….....50km
181.2
658
119376.37199999999
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