Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date16 Jul 2021
Closing Date2 Aug 2021
Tender AmountRefer Documents
Costs
EMD
₹ 5,58,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_pwd_34523_1Bid Award Id
ViewTender No
3591/50YATA(RUD)-7/2021 DT 01.07.2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.
280.22
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Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all aterials,labour,t & p& royality etc,required for proper complition of work
648.31
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete
190.58
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Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).
45
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Coolie walling and super elevation
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
371.25
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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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404 By manual means
2445.2
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/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 manual means
1476.56
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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 manual means
1328.91
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Low porosity- 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
17718.76
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rateof 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
17718.76
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 508.20 mm thick OGPC using Bitumen VG-10 Case - I By Manual Means
17718.76
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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 Manual Means. Case - II : Type B Bitumen (VG-10)
17718.76
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Construction of Kutcha and Pucca Drain
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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
60
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Stone masonry in cement mortar 1:5 including supply of all material, labour, T&P etc complete for proper completion of work.
46.5
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Culvert Scupper
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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
1312.13
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Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all aterials,labour,t & p& royality etc,required for proper complition of work.
282.5
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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 P.C.C grade M 10 Nominal mix 1:3:6 (for causeway)
80.64
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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 20
49.41
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Stone masonry in cement mortar 1:5 for perapet including supply of all material, labour and T&P etc. required for proper completion of the work
349.15
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
37.79
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For Perapet
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Construction of Perapet in RR 1:6 cement and sand mortar, base concrete with 1:3:6, toping C.C. with 1:2:4 Hand mix, plastering face and two sides including supply of all material, labour, T&P etc required for proper completion of work as per direction of engineer in charge. (size 3.00x0.45x0.60)
100
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