Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date15 Jan 2021
Closing Date5 Feb 2021
Tender Amount₹ 1,33,881
Costs
EMD
₹ 16,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEJNS_545916_3Bid Award Id
ViewTender No
1830/T-1 Date-26.12.2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. S.I. No.-305
13.5
-
5300
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12 mm thick plaster on brick work not less than 10 mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all material labour, T&P etc. required completion of the work as per direction of the Engineer-in-charge. (SI.No.584)
30
-
130
... More
Providing and laying reinforced cement concrete pipe NP3 (1000 mm dia) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
7.5
-
5250
... More
Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. (Stone dust)
4
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2010
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
4
-
2160
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Providing, laying, spreading and compacting stone aggregates of 45-63.mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / blinding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-II as per technical specification clause 405
2
-
2480
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Providing, laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405
2
-
2620
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Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
30
-
10
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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . Technical sepecification Claues 508
30
-
120
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Providing and laying seal coat by manual means with VG-10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C As per Technical Specification Clause 510
30
-
41
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Earth work in patries both side of Road with Mechanically compacted 95% proctor density including hire and fuel charges of road roller with driver, vehicle with tanker, water and driver etc. as per schedule item No. 253 (c) and section No. 300 of MORTH in black cotton soil including ramming, dressing & leveling the surface to required lavel and slopes in-
7.5
-
85
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