Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date22 Oct 2018
Closing Date15 Nov 2018
Tender Amount₹ 26,00,000
Costs
EMD
₹ 2,60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEAGR_264441_1Bid Award Id
ViewTender No
127-16A Date. 07.10.2018Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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W B M Grade-3 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem 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 3 as per Technical Clause 405(3) (Including labour Case)
49.22
201802
4100
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Tack Coat Providing and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.35 kg per sqm on the Primed/Granular surface cleaned with Hydraulic broom as per MORTH Technical Specification Clause 503. (Inculuding cost of Bitumen)
1893.75
25565
13.5
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20 mm thick Open-Graded Premix Carpet using Bitumenious :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2mm (Proportion 2:1) aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, incluing mixing in a suitable mixall, laying and rolling with a three wheel 80-100kN static roller capacity, finished to required level and grades. Technical Specification Clause 511.(Inculuding cost of Bitumen)]
1893.75
321937
170
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Seal Coat Type -C Providing, laying seal coat sealing the voids in a bitumenious surface by using crushed stone aggregates of 6.7mm to 2.36mm size of approved quarry, using bitumen of approved grade laid to the specified levels, grades and cross fall including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity, complete as per directed by Engineer-In-Charge Technical Specification Clause 510. (Inculuding cost of Bitumen)
1893.75
104156
55
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Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.S.I. No. 251.
39
4875
125
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Laying Cement Concrete pavement (C.C. Road Slab) consisting 1:1½:3 Cement Coarse sand and approved 2cm (3/4”) gauge stone grit (upto 15cm thick) over prepared sub base grade after its rectifications and bringing it to proper camber and including supply of all materials, labour & T&P etc. required for proper completion of work finished to temp as directed by E/I but excluding cost of material required for rectification of the sub-grade. (Including labour Case)
98
739900
7550
... More
Carted Earth filling in Patries in 20cm layer and its compation I/c royalty and upto lead of 2 Km from work site etc. all complete. Required for proper completion of work all as per Direction of Engineer of I/c. (Including labour Case)
139
19460
140
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Supply & Laying of N.P.-3 Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance.as per Chap.No 20 Item No. 18 & Chap.-1 Item No. 29. 350mm dia
22.5
24727
1099
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