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
Eprocure
Opening Date15 Sep 2023
Closing Date21 Sep 2023
Tender Amount₹ 4,40,36,000
Costs
EMD
₹ 4,40,360Document 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_1397_1Bid Award Id
ViewTender No
SGMD/Tender/SASCI/2023-24/02Tender 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
Pavement
-
-
-
... More
WBM-I: (1.50 km) 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.)
(i) Grading- I (Using Screening Crushable type such as Moorum or
Gravel)
(b) Using Screening Type-A (13.2mm Agg.)
1417.5
-
10
... More
WBM-II: (1.50 km) 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.)
(ii) Grading- II (Using Screening Crushable type such as Moorum or Gravel)
(c) Using Screening Type-B (11.2mm Agg.)
866.25
-
10
... More
WBM-III: (1.50 km) 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.)
(iii) Grading- III (Using Screening Crushable type such as Moorum or Gravel)
(b) Using Screening Type-B (11.2mm Agg.)
866.25
-
10
... More
Black topping:(1.50km): A. Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
11550
-
10
... More
B. Tack coat :Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
11550
-
10
... More
C. Open - Graded Premix Surfacing (Providing, laying and rolling of open -graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6
mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a
previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
(i) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
11550
-
10
... More
D. Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B
seal coats)
(i) Case - I : Type A
11550
-
10
... More
CC Drain: 0.440 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 1.50m and stacking the excavated soil not more than 3m 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 diposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
264
-
10
... More
providing and laying cement concrete 1:3:6(1 cement:3 course sand:6) graded stone aggregate 20mm nominal size)excluding the cost of centring and shuttering in a)foundations and plinth
135.3
-
10
... More
centring and shuttering including strutting propping etc and removal of form work for:-
b) walls including attached butress,pilasters etc.
440
-
10
... More
12 mm cement plaster in CM 1:4(1 cement:4 sand)
770
-
10
... More
A Neat cement punning
770
-
10
... More
Retaining wall:40.00 Mtrs
-
-
-
... 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.)
I Ordinary soil
A Manual Means
(i) upto 3 m depth (without de-watering)
154.12
-
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.)
6.84
-
10
... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification
b) Random Rubble Masonry
125.96
-
10
... More
Dry rubble flooring
105.72
-
10
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A Granular material
35
-
10
... More
CD WORK = 05 Nos.
-
-
-
... More
Excavation For Structure( Earthwork in Excavation of Founation of Structure as per Drawing and Technical Specification including Setting out Construction of Shoring and bracing removal of Stamps and Othere deterious materials dressing of Side and bottom and backfilling with appproval method)
(i) Ordinary soil
A) Manual Means(depth upto 3 m)
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 Specifications
Coursed rubble masonry (first sort )
309.2
-
10
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
B)RCC 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
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
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
20.65
-
10
... More
SH: Chain link fencing: 240.00 Mtrs
-
-
-
... 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 1.50m and stacking the excavated soil not more than 3m 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 diposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
26.24
-
10
... More
providing and laying cement concrete 1:3:6(1 cement:3 course sand:6) graded stone aggregate 20mm nominal size)excluding the cost of centring and shuttering in a)foundations and plinth
24.45
-
10
... More
providing and laying cement concrete 1:3:6(1 cement:3 course sand:6) graded stone aggregate 20mm nominal size)excluding the cost of centring and shuttering in e)columns, Pillars, post & struts etc..
230.4
-
10
... More
2.4 m high fencing with 3.5 m high angled iron post size 75x75x6 mm placed at 2.5 m apart embeded in cement concrete block of size 45x45x60 cm . Corner and every 12th post to be embeded in C.C block of size 45x45x60 cm with 2 m high chain fixed
b) Ms Barbed wire
576
-
10
... More
providing and laying iron angle post 45x45x6 mm in position as per direction of Engineer-in-charge
2910
-
10
... More
Providing and fixing barbed wire fencing above compound wall in position as per direction of Engineer-in-charge
225.12
-
10
... More
EXCAVATION AND EARTH WORK(PILOT REST ROOM)
-
-
-
... More
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 deposied layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50 m.
All kinds of soil
41.58
-
10
... More
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering complete
44.46
-
10
... More
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
9.27
-
10
... More
CONCRETE WORK
-
-
-
... More
providing and laying cement concrete 1:5:10 (1 Cement : 5 Coarse sand :10 graded stone aggregate 40 mm nominial size) excluding cost of centering and Shuttering.
5.79
-
10
... More
R.C.C. WORK
-
-
-
... More
Reinforced concrete work in foundations, footings, bases of columns, etc and mass concrete excluding cost of centering, shuttering and reinforcement in:
3.21
-
10
... More
Reinforcement cement concrete work in columns pillars, piers, abutements, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering and shuttering and reinforceement , 1:2:4 (1 Cement : 2 Coarse sand : 4 Stone aggregate 20 mm nominial size)
1.63
-
10
... More
Reinforcement cement concrete work in Lintels, beams, and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering and shuttering and reinforceement , 1:2:4 (1 Cement : 2 Coarse sand : 4 Stone aggregate 20 mm nominial size)
9.48
-
10
... More
centring and shuttering including strutting propping etc and removal of form work for:-
a) foundations, footings, bases of columns etc for mass concrete
7.2
-
10
... More
e) Columns, Pillars, Piers, Abutments, Post
49.59
-
10
... More
d) Lintels, beams, girders, bressumers and cantilevers etc.
116.45
-
10
... More
Reinforcement of RCC work including bending, binding and placin in position
Mild steel and tensile steel bars
2676.75
-
10
... More
BRICK WORK
-
-
-
... More
Brick work with bricks of class designation 75 in foundation and plinth in:
a) cement mortar 1:4(1 cement :4 course sand)
40.27
-
10
... More
Extra for brick work with best available in superstructure above plinth level upto floor level
25.88
-
10
... More
half brick masonryn(with best available local bricks) in cement mortar 1 : 4 (1 Cement : 4 Coarse sand) in foundation and plinth
40.14
-
10
... More
Reinforcement of RCC work including bending, binding Extra for half brick masonry in superstructure above plinth level and upto floor two level
40.14
-
10
... More
WOOD WORK
-
-
-
... More
Providing approval best available local wood(class-BII) work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position
0.19
-
10
... More
Providing and fixing 44 mm thick best available local wood class- B (19 mm batten and 25 mm bracing ) battened and braced doors and windows shutters including providing and fixing nessaccery bright finished finished or black enamelled T-hinges butt hinges, sliding door bolts, tower bolts and handles with nessaccery bolts and nuts and screws complete.
5.04
-
10
... More
Providing and fixing 38 mm thick wire guage shutters using galvanized mild steel wire guage of IS guage designation 140G with wire of dia 0.56 mm for doors, windows and clerestory windows including anodized aluminium butt hinges with nessaccery screws a) best available local wood Class B-I
7.16
-
10
... More
Providing and fixing MS grills of required pattern in wooden frames of windows etc. with MS flat, square or round bars with round headed bolts and nuts or by screws a) Ornamental grill.
100.24
-
10
... More
Providing and fixing MS tower bolts (barrel type) with necessary screws complete.
b) 200x10 mm
100.24
-
10
... More
Providing and fixing aluminum Handles anodised transparent or dyed to requied colour or shade with necessary screws etc. complete
a) 125 mm
6
-
10
... More
Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc. complete (welding to be paid separately)
23
-
10
... More
FLOORING
-
-
-
... More
25 mm thick cement concrete flooring 1 : 2 : 4 ( 1 cement : 2 Coarse sand : 4 graded stone aggregate 12.5 mm nominial size) finished with a floating coat of neat cement
32.85
-
10
... More
Finishing
-
-
-
... More
12 mm thick plasters 1:4(1 cement : 4 fine sand) on walls
204.69
-
10
... More
15 mm cement plasters on the rough side of single or half brick wall of mix
1:4(1 cement:4 fine sand)
198.32
-
10
... More
Distempering with dry distemper of approved brand and manufacture (two or more coat) and of required shade on new work including priming coat of whitening to give even shade
403.01
-
10
... More
Painting two or more coat (excluding priming coat) with superior ready mixed paint for wood of approved brand and manufacture in all shades on new work to give an even shade.
403.01
-
10
... More
Painting two or more coat (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.
100.24
-
10
... More
EXTENSION OF HELIPAD
-
-
-
... More
Earth Work in excavation in soils containing 50% or more of shingle or small size boulder upto 30 cm size including banking in 20 cm layers and breaking clodes, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift of 50m
2400
-
10
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements