Public Works Department Tender
BidAssist is a very user-friendly website that helps us to explore all the new opportunities so as to achieve growth in our business. It helps us to attain all the information with respect to any e-tender the Arunachal Pradesh government has posted on its website in a very hassle-free manner.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Apr 2023
Closing Date18 Apr 2023
Tender Amount₹ 11,31,00,000
Costs
EMD
₹ 11,31,000Document Cost
₹ 5,000Tender 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
2023_PWDAP_1251_1Bid Award Id
ViewTender No
SGMD/W-48/2022-23/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
2659.83
-
10
... More
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
5319.67
-
10
... More
SH:- RCC Slab culvert = 05 Nos.
-
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
*Ordinary soil
*Manual Means
*upto 3 m depth
479.4
-
10
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
114
-
10
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort )
309.2
-
10
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
*PCC Grade M20
*Height upto 5m
2.7
-
10
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
*RCC Grade M20
*Using Concrete Mixer
*For solid slab super-structure, 20-30% of (a+b+c)
*Height upto 5m
13.6
-
10
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.71
-
10
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
20.65
-
10
... 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 Technical specifications
180
-
10
... More
SH: RETAININg WALL = 0.80 KM
-
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
*Ordinary soil
*Manual Means
*upto 3 m depth
308.24
-
10
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
13.68
-
10
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
*Random rubble masonry
251.92
-
10
... More
Dry rubble Flooring
211.44
-
10
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
a) Granular material
70
-
10
... More
SH: CC DRAIN = 0.860 KM
-
-
-
... More
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
437.53
-
10
... More
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth
264.45
-
10
... More
Centering and shuttering including strutting , propping etc, and removal of form work for :- b) Walls including attached buttresses, pilasters etc.
1032
-
10
... More
12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)
1505
-
10
... More
Neat Cement Punning
1505
-
10
... More
SH: WIDENING = 0.22KM
-
-
-
... More
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
944.34
-
10
... More
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
2203.46
-
10
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements