Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2024
Closing Date13 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 5,18,000Document Cost
₹ 5,900Tender 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
2024_pwd_78713_3Tender No
6005/141yata-12/2023-24 date 07-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
O.R.
101.25
-
-
... More
WBM Grading 1 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 80-100 kN static roller 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 1 as per Technical Specification Clause 405.[Grading of no-1] (90 - 45 mm Size) 4-8-1-A By Manual Means
1275.75
-
-
... More
Patri filling after soling coat
-
-
-
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
330
-
-
... More
WBM Grading 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 80-100 kN static roller 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.[Grading of no-2] (63 - 45 mm Size) 4-8-2-A By Manual Means
885.93
-
-
... More
Patri filling after inter coat
-
-
-
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
247.5
-
-
... More
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 three wheel 80-100 kN static roller 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 3 as per Technical Specification Clause 405.[Grading of no-3] (22.4 - 53 mm Size) 4-8-3-A By Manual Means
885.93
-
-
... More
Patri filling after top coat
-
-
-
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
247.5
-
-
... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
11812.5
-
-
... More
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
11812.5
-
-
... More
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
11812.5
-
-
... More
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
11812.5
-
-
... More
Construction of Kuchcha drains of average cross-sectional area 0.40 sqm in soil and ordinary rock to specified lines, grades, levels and dimensions in all types of soil and ordinary rock including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications.
2675
-
-
... More
Construction of K.C. type without cc drain as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
-
-
-
... More
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 MORD Specifiction
72
-
-
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204(Random rubble masonry)In cement mortar (1:5)
49.98
-
-
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
247.5
-
-
... More
Breast walls/Retaining Wall
-
-
-
... More
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 MORD Specifiction
93.36
-
-
... More
Random Rubble Masonary laid in 1: 6 cement sand mortar in breast wall,retaining wall, parapets,scupper etc. including supply of all materials,labour ,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
128.9
-
-
... More
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
231.46
-
-
... More
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)
44.6
-
-
... More
Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
-
-
-
... More
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material, as per direction of engineer - in - charge.
164.01
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) RCC M 25)
9.9
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.06
-
-
... More
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)
40.99
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ,Nominal mix 1:3.6 (Hand mixing)
14.57
-
-
... More
Random Rubble Masonary laid in 1: 5 cement sand mortar in breast wall,retaining wall,parapets,scupper etc. including supply of all materials,labour ,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
64.59
-
-
... More
Construction of catchpit for scupper as per standard drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
-
-
-
... More
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material, as per direction of engineer - in - charge.
45.54
-
-
... More
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
50.1
-
-
... More
Construction of road side parapet of size 2.00x0.45x0.60cm with foundation 2.15x0.60x0.15m laid in CC M-10,RR stone masonry laid in 1:5 cement sand mortar with 25mm thick M 20 coping and pointing in 1:3 cement sand mortar in front side of parapet, plaster in 1:4 cement sand mortar in back side & both side of the parapet and 3 coat white washing in all face of the parapet i/c supply of all material, labour T&P etc requried for proper completion of the work.
-
-
-
... More
Excavation
19.35
-
-
... More
PCC 1:3:6
19.35
-
-
... More
Plum
75
-
-
... More
White washing
525
-
-
... More
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
1200
-
-
... More
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
-
-
-
... More
Ordinary Kilometer Stone (Precast)
3
-
-
... More
200 m stone (precast)
12
-
-
... More
(Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
552
-
-
... More
Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79.
210
-
-
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of Type XI retroreflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
1.08
-
-
... More
Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67
-
-
-
... More
Mandatory sign boards 600 mm equilateral
36
-
-
... More
informatory sign boards 600 mm circular
6
-
-
... More
HILL SIDE CUTTING/Deffect cutting
-
-
-
... More
E&B
1817.46
-
-
... More
H.S
8309.96
-
-
... More
V.H.R.
299.32
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements