Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Dec 2024
Closing Date6 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,73,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_pwd_79037_1Tender No
3962/17 MG dt 19-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
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H.P stone filling in back of walls including cost of all materials ,royality.t&p etc. complete.
19.38
1043
-
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Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of mngineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG
225
1728
-
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Cement Plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material labour T&P etc. required for proper completion of the work. As per drawing and technical specifications Clause 802,803,1202 & 1203 of Mord Specification
90
4015
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C. grade M 25 )
37.8
7580
-
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings
and technical specifications Clauses 1000 and 1202
2.23
65595
-
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C/O 1 m span scupper with CC base . 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.
-
-
-
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Excavation in foundation
138.94
404
-
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P.C.C 1:3:6
8.77
5824
-
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R. R. Stone masonary 1:5
43.7
4288
-
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TMT Bar Rainforcement
0.69
65595
-
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RCC 1:1.5:3 (M-25)
5.61
7580
-
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R. R. Dry Stone masonary
20.01
2187
-
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R. R. Stone masonary 1:6
18.6
3812
-
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P.C.C 1:2:4
0.55
6391
-
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H. P. Stone Filling
19.8
1043
-
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WBM Grading II
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including preading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone creening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Mechanical Means
16.76
2499
-
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WBM Grading III
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
31.56
2607
-
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Tack coat using VG-10 grade bitumen ( Over dry and hungry bituminous surfaces @0.40 kg/sqm)
7912.5
24
-
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Case - II By Mechanical Means Bitumen (VG-10)
7912.5
160
-
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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 By Mechanical Means Case - II : Type B Bitumen (VG-10)
7912.5
53
-
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Consrtuction of parapet in 40% plum & 60% ston. 1:2:4 cement concrete with base of 15 cm thick PCC 1:3:6. including supply of all material, labour, T&P etc. required for proper completion of the work.
-
-
-
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Excavation
16.74
404
-
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PCC 1:3:6
16.74
5824
-
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C.C. M 20
26.66
6391
-
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Plum Stone
17.98
658
-
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Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
-
-
-
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Excavation in Foundation.
104
404
-
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C.C. 1:4:8
20.8
4945
-
... More
C.C. M 20
54.84
6391
-
... More
Maintenance of Drains the maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deeping of side drains as well as catch water drain as per technical specification Clause 1907.
3160
4
-
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Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side
manually
600
57
-
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Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge.
22
2910
-
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Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
211.06
52
-
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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
Ordinary Kilometer Stone (Precast)
4
2621
-
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200 m stone (precast)
16
715
-
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Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
200
799
-
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface bycleaning scraping etc. as per technical specifications Clause 1915
826.54
22
-
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick
supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
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600 mm equilateral triangle
6
2845
-
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600 mm circular
7
3056
-
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600 mm x 600 mm square
4
3184
-
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Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier
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 ( if Concrete Required for Vertical post Fixing will be paid extra)
102
3939
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