Public Works Roads Department Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Costs
EMD
₹ 1,03,020Document Cost
₹ 1,600Tender Fee
Refer Documents
Summary
Bbctrd/sopd-g/2020-21/bar-71 (construction Of Kahibari Dongra Palhaji Road )
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
2021_PWD_20878_14Bid Award Id
ViewTender No
BBCTD/TB/NIT/2020-21/22/Pt-ITender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Construction of sub grade and earthen shoulder with approve materials 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 with lead upto 1000 m as per Technical Specification Clause 303.1
114.57
-
-
Construction of granular sub-base by providing local materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification Clause 401.4 as per technical specification Clause 408 i) Using naturally occurring gravel
21.38
-
-
Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading II as per Technical Specification Clause 405
10.69
-
-
Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading III as per Technical Specification Clause 405.
130.05
-
-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using Mechanical
1733.97
-
-
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate 0.25 to 0.30 Kg. per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical
6507.5
-
-
Semi –Dense Bituminous concrete (Providing and laying semi dense bituminous concrete with 100-120TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregated of specified grading premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the reqd. grade lavel and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoSPT&H cl. No. 508 complete in all respect . B. With 60/70 or VG-30 grade bitumen
for grading II (10mm nominal size)
240.89
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250gms per Sqm area, thickness of 2.5 mm in exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MOSRT&H specifications.
426
-
-
Providing reflective pavement market with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufactures with three months replacement warranty and free maintenance.
426
-
-
Supplying fitting and laying in loose with Geo Textile bags of type A ( 1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster / polypropylene conforming to relevant ISO standard filled with special sand/ silt form flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling geo bags with sand weighting 126.00 kg after filling, stitching the mough of the filled bags with polypropylene or polyster complete as per Technical Specifications and as directed. (b) without Boat
1053
-
-
Supplying fitting and laying non woven Geo textile fabric sheet of 400 gsm
221.2
-
-
Planting trees by the road side (Avenue trees) in 0.60m dia holes 1m deep dug in the ground mixing the soil with decayed farm yard/sludge manure planting the saplings backfilling the trenches watering fixing the tree guards and maintaining the plants for three year
56
-
-
Providing and fixing retro –reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated leans type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification Clause 1701
(I) 60 cm equilateral tringle
4
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements