Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date14 Oct 2019
Closing Date28 Oct 2019
Tender Amount₹ 14,32,63,000
Costs
EMD
₹ 24,32,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWDAP_269_1Bid Award Id
ViewTender No
BMGD/DRG-40/2018-19/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
GEM & Bid Advisory Services
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Documents
BOQ Items
Well curb RCC M-35 Grade, Using concrete mixer.
59.32
-
100
Well Steining RCC M-30Grade, Using concrete mixer.
456.96
-
100
Bottom Plug PCC M-20 Grade, Using concrete mixer.
190
-
100
Intermediate/ Middle Plug PCC M-20 Grade, Using concrete mixer.
57.6
-
100
Top Plug PCC M-20 Grade, Using concrete mixer.
57.6
-
100
Well Cap RCC M-35 Grade, Using concrete mixer.
273.6
-
100
Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
-
-
-
Sandy soil
-
-
-
Depth below bed level upto 3.00m
12
-
100
Soft rock
-
-
-
Depth below bed level upto 3.00m
20
-
100
Sand filling in wells complete as per drawing and technical specifications
316.8
-
100
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
92.4
-
100
SH:Substructure
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
-
-
RCC M-25 Grade, Using concrete mixer.
120.77
-
100
RCC M-30 Grade, Using concrete mixer.
73.98
-
100
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
20.18
-
100
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
52
-
100
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
409.92
-
100
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
102.48
-
100
Supplying, fitting and fixing in position true to the line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical specifications.
144000
-
100
Super Structure
-
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
8.4
-
100
M30 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
22.5
-
100
Supply, fabrication and transportation of fabricated components from workshop to bridge site by mechanical transport including loading, unloading and stacking at site comprising of Main Girders, Cross Girders, Connecting plates, stringer, stiffening plates etc. and delivered at bridge site in undamaged condition including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts, nuts & washers, holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, etc. complete as per specification and as directed by the Engineer-in-Charge.
599
-
100
Taking delivery of fabricated steelwork, leading to and at site as necessary, assembling and erection of fabricated steel structure to proper line , level and camber as per approved drawings complete in all respect including transportation and handling in and specification including supply of all fasterners, painting of all exposed surfaces of steelwork after erection with one site coat of red lead to IS-102 and two coats Alumunimium paint to IS-2339, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineer-in-Charge
599
-
100
APPROACH ROAD.
-
-
-
SH : JUNGLE CEARANCE
-
-
-
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
-
-
-
By Manual Means:-
-
-
-
In area of light jungle
0.1
-
100
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
-
-
-
Girth from 300 mm to 600 mm
10
-
100
Girth from 600 mm to 900 mm
9
-
100
Girth from 900 mm to 1800 mm
9
-
100
SH : FORMATION CUTTING
-
-
-
Excavation in Soil by Manual Means.
-
-
-
Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification.
1071
-
100
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders
535.5
-
100
Excavation in Ordinary Rock by Manual Means
-
-
-
Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)
1785
-
100
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres
-
-
-
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres
714
-
100
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
1249.5
-
100
SH : C C DRAIN
-
-
-
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.
189
-
100
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
87.75
-
100
Centering and shuttering including strutting , propping etc, and removal of form work for :- a)Foundation and Plinth
300
-
100
12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)
525
-
100
Neat Cement Punning
525
-
100
RCC Retaining Wall 66.00 m length(4.50 MT)
-
-
-
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 (without de-watering)
145.86
-
100
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.
17.16
-
100
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
RCC Grade M20/ Using Concrete Mixer
57.09
-
100
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
-
-
-
RCC Grade M20/ Height upto 5m
81.18
-
100
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
6.74
-
100
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification /Granular material
1071.58
-
100
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
135.3
-
100
Pavement
-
-
-
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.
2250
-
100
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
2250
-
100
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 clause 401)
-
-
-
for grading-I Material
297
-
100
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.)
-
-
-
Grading- II (Using Screening Crushable type such as Moorum or Gravel)
-
-
-
Using Screening Type-B (11.2mm Agg.)
157.5
-
100
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.)
-
-
-
By Mannual Means
-
-
-
Grading- III (Using Screening Crushable type such as Moorum or Gravel)
-
-
-
Using Screening Type-B (11.2mm Agg.)
157.5
-
100
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.)
2100
-
100
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.
2100
-
100
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.)
-
-
-
Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
2100
-
100
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)
-
-
-
Case - I : Type A
2100
-
100
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