Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 6,48,019
Costs
EMD
₹ 12,960Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Service Road Of Sodepur Rob Repairing Of Service Road By Mending Potholes In Stretches From 0.775 Km To 1.1 Km Left Side Towards Madhyamgram And 0.40km To 0.735 Km Left Side Rigid Portion And 0.40 Km To 0.735 Km Right Side Flexible Portion Under Bkpd
Description
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Contact
Tender Id
2024_WBPWD_748345_1Bid Award Id
ViewTender No
WBPWD/EE/BKPD/NIeT-08/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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BOQ Items
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Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H
(5th Revision). I By Mechanical Means (i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
1120
44900
40.09
... More
Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth (iv) Without pumping out water and shoring
6
684
114
... More
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m.
In ground floor including roof.
(a) upto 150 mm. thick
28.27
26545
939
... More
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 including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means
14.97
38501
2571.93
... More
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding (b) M-25 Grade Using concrete mixer.
18.36
97463
5308.49
... More
Supplying and laying in the specified patter of Interlocking Concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658 2006) manufactured in steel mould clamed to a vibrating table by hydraulic pressure (as per cl no. 6. 30 of IRC SP: 63 (2018), from BIS licensoc manufacturer, with spacer nib (Small protruding profiles on the vartical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks as per el no 376 of IS 15658 with flexural strength/breaking, land as per table annexure G of IS: 15658 on the prepared base course, of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a caushion of compacted bedding sand of 25 35 mm thick (grading of the bedding sand as per clause 6 5.1of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the gradding of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Ci no. 80 mm Thick Grey
149.66
183932
1229
... More
Sub Total
1
-
-
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GST 18%
1
97871
60000
... More
CESS 1%
1
6416
5600
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