Public Works Roads Department Tender
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Costs
EMD
₹ 1,82,000Document Cost
₹ 2,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_15226_1Bid Award Id
ViewTender No
CE/Commn/37/19-20/2_DhapokGaonTender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density,complete as per Technical specification Clause 401 I) for grading I material
79.61
-
3559.44
Water bound mecadam sub base/base WBM Grading 2 using Stone screening type B 11.2 mm for Gr-2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN N-static in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A) by Manual means A) hand broken metel from river boulder
47.77
-
5153.24
Water bound mecadam sub base/base WBM Grading 3 using Stone screening type B 11.2 mm for Gr3 Water Bound Mecadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN N-static in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A) by Manual means A) hand broken metel from river boulder
47.77
-
5196.08
Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3831.6
-
10.2
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.) (including carriage up to site from quarry and carriage of mixed materials upto site from mixing plant.) ( Including cost of testing materials at site and laboratory as directed by the deptt) (a) without anti stripping agent Case-I : Mechanical method using Penetration grade Bitumen ( 60/70 or VG-30 grade) and HMP of appropriate capacity not less than 75 tonnes / hour
3831.6
-
209.96
Seal Coat: (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using either Type-A , Type-B and Type C as per Technical Specification clause 510. By Mechaical Means
3831.6
-
82.72
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometre Stone (precast) Ordinary Kilometer Stone (Precast)
1
-
1912
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) i. By Mechanical Means a. Cement Concrete
360
-
365.6
Earthwork in excavation for foundation ofstructures as per drawing and technical specifications
859.84
-
86
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.)
70.38
-
5768
Plain/reinforced cement concrete in foundation complete as per drawings and technical specification without plasticizer including steel shuttering form work A) PCC Grade M15
131.52
-
6134
Plain/reinforced cement concrete in foundation complete as per drawings and technical specification without plasticizer including steel shuttering form work A) PCC Grade M20
88.31
-
7026
Plain/reinforced cement concrete in sub structure complete as per drawings and technical specification without plasticizer including steel shuttering form work A) PCC Grade M15
54.4
-
6614
Plain/reinforced cement concrete in sub structure complete as per drawings and technical specification without plasticizer including steel shuttering form work A) PCC Grade M20
88.5
-
7432
Furnishing and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and technical specifications including steel shuttering formwork. i. without plasticiser (A)RCC Grade M 25 CASE-(I), Using Concrete mixer (i) For T -Beam and slab, (a) Height upto 5.0m
64.78
-
8027
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
46.5
-
2251
Supplying, fitting and placing a. TMT IS:1786 Fe500 D bar reinforcement in superstructure complete as per drawing and technical specifications a. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
20.5
-
70685
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 specification.
80
-
192
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
39.6
-
1159
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