Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Mar 2024
Closing Date5 Apr 2024
Tender AmountRefer Documents
Costs
EMD
₹ 4,50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_pwd_71124_1Bid Award Id
ViewTender No
1090/41 M 2-22-23 Dated 05-03-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
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BOQ Items
H.P stone filling in back of walls including cost of all materials ,royality.t&p etc. complete.
524.05
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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 (Nominal mix 1:3:6 )
72.35
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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 (Nominal mix (1:2:4)
112.56
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Stone masony 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) for C/O 1 m span scupper.
43.7
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.69
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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 (For height upto 5 m) R.C.C. grade M 25
5.61
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WBM Grading I Providing, laying, spreading and compacting tone 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 rooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, atering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Mechanical Means
119.53
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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
119.53
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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
1781.72
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Tack coat using VG-10 grade bitumen ( Over normal bituminous surfaces @0.35 kg/sqm)
31615.13
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modifie 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 hot mix plant, laying with paver and rolling with a three wheel 80-100 kN static roller and kinetic roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508. (Case - II By Mechanical Means)
31615.13
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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 B as per Technical Specification Clause 510 By Manual Means Case - II : Type B Bitumen (VG-10) By Mechanical Means
31615.13
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Supply and fixing of Plum Stone for Consrtuction of parapet.
30.16
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Construction of hill side drain Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Base)
54.38
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Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge.
16
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Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
85000
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Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means
13600
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Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.
2049.26
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