Public Works Department Tender
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Public Works Department - PWD Tender
Bridge Construction
Eprocure
Opening Date31 Oct 2019
Closing Date14 Nov 2019
Tender Amount₹ 2,74,378 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 5,500Document Cost
₹ 2,000Tender Fee
₹ 295
Description
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Contact
Tender Id
2019_PWDRB_59765_1Bid Award Id
ViewTender No
14.3-SATNA-2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
PCC M-15 in Foundation
Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409.
3.47
-
3409
Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900.
29.17
-
4353
Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed
concrete pipe on first class bedding in double row.
Providing and Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of
granular material (cost of bedding included) in double row
including fixing collar with cement mortar 1:2 but excluding
excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.
7.5
-
11453
Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet
requirement of table 300-1, 300-2 and as per relevent clauses of
section-300.
10.74
-
144
Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.
(ii) For 37.5 mm maximum size
13.96
-
949
Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification.
(i) Grading- I (63 to 45mm)
(a) Using Screening Type-A (13.2mm Agg.)
4.0725
-
1015
(ii) Grading- II (53 to 22.4mm)
(a) Using Screening Type-B (11.2mm Agg.)
8.145
-
1134
Construction of Shoulders with approved material/selected soil
i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100
kN static weight to meet requirement as per relevant clause of 400.
B Hard Shoulders (CBR value 12)
14.51
-
181
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