Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Nov 2024
Closing Soon22 Nov 2024
Tender Amount₹ 4,03,47,955 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 22,55,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUCZ_973816_1Tender No
6105/ETENDER/STP-KHERI/24-25 Dt 05.11.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density
1030
5950
6128500
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (3.5% emulsion & 1% cement) Including cost of Emulsion.
1897.5
9150
17362125
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom. Including cost of Bitumen.
18975
17
322575
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 C as per Technical Specification Clause 508. Including cost of Bitumen.
18975
205
3889875
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C.Including cost of Bitumen.
18975
76
1442100
Construction of Shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
1900
87
165300
Excavation for foundation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
125
130
16250
Cement Concrete in foundation with 1 : 4 : 8 cement coarse sand and 40 mm. stone ballast supply of all material, labour and T&P etc required for proper completion of work. As per PWD SOR.
21
6000
126000
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203.
39
7400
288600
Providing, laying and fixing 1000 mm dia Np-3 H.P.
15
4600
69000
Providing, laying and fixing 600 mm dia Np-3 H.P.
15
2200
33000
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4
85
78
6630
5 years maintinence charges P.C. work @ 7.50% BOQ cost
1
2700000
2700000
5 years maintinence charges C.C. work @ 2.50% BOQ cost
1
10000
10000
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