Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Jan 2024
Closing Date29 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 4,83,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_pwd_67604_1Bid Award Id
ViewTender No
5254/41 M 2/22-23 Dated 29-12-2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means
1318
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin-charge. (As per PWD Uttarakhand specifications)
206
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Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
3737
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Providing and applying tack coat with Bitumen emulsion (RS-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.
17578
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20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
17578
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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, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B
17578
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Construction Of katcha Drain as per drawing including supply of all materials, labour,T&P etc Required for proper completion of the work.
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Km 1 Excavation in soil in Hilly area by manual means
77.96
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Km 1 Excavation in Hard rock using mechanical means
63.79
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Km2 Excavation in soil in Hilly area by manual means
124.09
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Km2 Excavation in Hard rock using mechanical means
101.53
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Km3 Excavation in soil in Hilly area by manual means
106.55
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Km3 Excavation in Hard rock using mechanical means
87.18
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Km4 Excavation in soil in Hilly area by manual means
128.64
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Km4 Excavation in Hard rock using mechanical means
105.25
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Km5 Excavation in soil in Hilly area by manual means
35.08
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Km 5 Excavation in Hard rock using mechanical means
28.71
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Construction of K.C. type drain Kerb Stone as per Drawing (Drawing Attached) of M-20 grade cement concret precast Kerb Stone of Size 15x40 cm with M-20 grade cement concret precast base slab 50 cm wide and 10 cm thick over 7.5 cm thick cement concret in proportion 1:4:8 (cement , coarse sand and 40 mm thick crushed stone ballast) including supply of all material , labour , T&P etc . Required for proper completion of the work (As per Analysis)
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Km 1 Excavation in Foundation
104
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Km 1 Cement concrete in 1:4:8
21
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Km 1 Precast KERB Stone (M-20) 1:2:4
22
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Km 1 Precast Slab (M-20) 1:2:4
16
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Km3 Excavation in Foundation
46.8
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Km3 Cement concrete in 1:4:8
9.46
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Km3 Precast KERB Stone (M-20) 1:2:4
9.9
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Km3 Precast Slab (M-20) 1:2:4
7.2
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MOR
284
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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc .complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
892
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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
27
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MOR
408
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Providing concrete for plain/ reinforced concrete (P.C.C grade M 10 Nominal mix 1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
27
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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc .complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
60
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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
41
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Random rubble masonry Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5)
122
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
19
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. R.C.C. grade M 25
15
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C. grade M 20 Nominal mix (1:2:4)
1.52
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Construction OF Parapets plum concrete with 40% plum (approved stone or maxium size 200 mm ) & 60 % m-15 (1:2:4) cement concrete and with base P.C.C M-10 including cost of excavation etc and also including supply of all material , labour , T&P etc . Required for proper completion of the work (As per standard drawing vide CE's letter No 3812/17 M -Kumaon-/08 dt 10-04-2008)
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Km 1 Exc In Foundation
8.35
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Km 1Plum Concret (C.C 1:2:4)
21.75
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Km 1 Plum Stone
8.7
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Km 1 P.C.C M-10(1:3:6)
8.35
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Km 2 Exc In Foundation
9.74
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Km 2Plum Concret (C.C 1:2:4)
25.38
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Km 2 Plum Stone
10.15
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Km 2 P.C.C M-10(1:3:6)
9.74
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Km 3 Exc In Foundation
5.57
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Km 3Plum Concret (C.C 1:2:4)
14.5
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Km 3 Plum Stone
5.8
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Km 3 P.C.C M-10(1:3:6)
5.57
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Km 4 Exc In Foundation
8.35
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Km 4Plum Concret (C.C 1:2:4)
21.75
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Km 4 Plum Stone
8.7
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Km 4 P.C.C M-10(1:3:6)
8.35
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Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6onstruction of chamber for 100mm sluices valve
950
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Kilometre Stone 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. Note:In case local stone is to
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Ordinary Kilometer Ch 0.000 ,1.000,2.000 ,3.000,4.000
5
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200 m stone (precast) Ch- 0.200 ,0.400, 0.600,0.800 & 1.200, 1.400, 1.600,1.800 &2.200, 2.400,2.600 ,2.800&3.200,3.400,3.600,3.800,4.20
16
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Semi-Reflective Traffic signsDirection and place indentification signs up to 0.9 sqm size board
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per approved drawing and TechnicalSpecification Clause 1701onstruction of chamber for 100mm sluices valve
12
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Semi-Reflective Traffic signs
Direction and place indentification signs up to 0.9 sqm size board
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per approved drawing and TechnicalSpecification Clause 1701
7
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