Public Works Department Tender
... More
The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Widening And Strengthening Of Fatehganj Dataganj Road (odr) Ch. 0.000 To Ch. 14.500 In Distt. Bareilly in Bareilly, Uttar Pradesh, with an estimated contract value of Rs. 21,00,00,000. The bid opening date for this tender is 31-12-2020 and the last date for bid submission is 16-03-2021. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Opening Date31 Dec 2020
Closing DateCancelled
Tender Amount₹ 21,00,00,000
Costs
EMD
₹ 31,50,000Document Cost
₹ 2,725Tender 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
2020_CEBLY_542317_1Tender No
10110/431C (E Tender)-3/20-21 dt. 18.12.2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Providing and laying reinforced cement concrete pipe NP3 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 Technical MORT&H Specification No 9.3 & Clause No. 2900 (600mm dia )
25
-
-
... More
Providing and laying reinforced cement concrete pipe NP3 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 Technical MORT&H Specification SI.No. 9.2 & 2900 (1000 mm dia )
50
-
-
... More
Providing and laying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 Kg. Per sqm on the prepared bitumenous surface cleaned with mechanical broom. As per MORTH specification 5.2 (503)
101500
-
-
... More
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical MORT&H Specification No 12.5 & Clause No. 1300
450
-
-
... More
Struck pointing with cement mortar (1:3) on brick work as per drawing & Technical MORT&H Specification No 13.2 & Clause No. 1300 & 2200
480
-
-
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and MORT&H Specifications No. 13.8 & clause no. 2706 & 2200
140
-
-
... More
Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Excluding Royalty).(for every additional 30m. lead or part of 30m. Or for every additional 1.5m. Lift or part of 1.5m.) (SI.No. 254)
14200
-
-
... More
Plain cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MORTH specification No. 9.1 & Clause no. 408
315
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical MORT&H Specification No 12.8 & Clause No. 1500, 1700 & 2100 ( E) (M-25)
75
-
-
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MORTH specification 3.16 (305)
124215
-
-
... More
Granular Sub-Base with coarse Graded material (Table 400-2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per Technical MoRTH Specification No. 4.2 & clause No. 401
9780
-
-
... More
Providing and laying bituminous concrete with 100-120TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydristatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications clause 5.8 (509) complete in all respects.
3045
-
-
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. MORTH specification 4.12 (406)
5640
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical MORT&H Specification No. 12.8 & Clause no. 1500, 1700 & 2100 ( C). (M-20)
565
-
-
... More
Bricks Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical MORT&H specification No. 13.9 & Clause no. 2200
35
-
-
... More
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m. As per MORTH specification No. 3.60 & clause no 301
14100
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
NA