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Ws Of Ghorawal Guruwal Shilpi Via Koliyaghat Road, EE PD PWD SONBHADRA-Uttar Pradesh

Public Works Department-PWD has published Ws Of Ghorawal Guruwal Shilpi Via Koliyaghat Road. Submission Date for this Tender is 29-06-2021. Road Work Tenders in EE PD PWD SONBHADRA Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28159164
Corrigendum : Ws Of Ghorawal Guruwal Shilpi Via Koliyaghat Road
Open Tender
Indian
Uttar Pradesh
EE PD PWD SONBHADRA
29-06-2021

Tender Details

Ws Of Ghorawal Guruwal Shilpi Via Koliyaghat Road

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 16-Jun-2021 date Date 29-06-2021

Key Value

Document Fees
INR 2720 /-
EMD
Refer document
Tender Value
Refer document

BOQ Items

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Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation for roadwork 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 within all lifts and lead upto 1000m. As per MORTH data book item no. 3.6 item1 22000 Cum
2 2 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 table 300-2. As per MORTH data book item no. 3.17 item2 22000 Cum
3 3 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site up to 1 Km spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MORTH data book item no. 3.16 item3 180000 Cum
4 4 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 As per MORTH data book item no. 4.1 item4 14680 Cum
5 5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH data book item no. 4.12 item5 9325 Cum
6 6 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water, at OMC in mechanical mix plant carriage of mixed Material by tipper to site,1% OPC cement and 3.5% Emulsion laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per Speci No.- 406.As per MORTH data book item no. 4.1 item6 14175 Cum
7 7 Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanical broom as per Technical Specification Clause 503. As per MORTH data book item no.5.2 item7 141750 Sqm
8 8 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. As per MORTH data book item no. 5.8 item8 5670 Cum
9 9 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 425 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. As per MORTH data book item no. 6.2 item9 2695 Cum
10 10 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & 1 Km leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. As per MORTH data book item no. 3.18 item10 17060 Cum
11 11 Supply of 1000 mm NP 3 Hume Pipe including Cartage with coller complete in all respect. item11 425 RM
12 12 Laying, jointing anf fixing 1000 mm As Per SOR Sr No.31 NS5(A) (ii) item12 136 No.
13 13 Excavation in foundation in sol mixed with mooram/single/kankar including filling lift up to 1.5m and lead up to 30m & including filling, watering and ramming of excavated each into the trenches or into the space between the bulding and the side of foundation trenches or plinth and removal and disposal of surplus earth as directed by the Engineer-incharge up to a distance of 30 m from the foundation trenches including all t&P phowarah and basked etc complete. SOR As per analysis no. 252 Page no. 17 item13 8125 Cum
14 14 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MORTH data book item no. 12.4 item14 1570 Cum
15 15 Stone Masonry Work in Cement Mortar 1:3 in Foundation/substructure complete as per Drawing and Technical Specifications. Random Rubble Masonry. As per MORTH data book item no. 12.7 item15 6520 Cum
16 16 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. R.C.C. M 25 Grade. As per MORTH data book item no. 13.5 item16 44.49 Cum
17 17 Mild steel or iron in plain work such as in reinforsed concrete or reinforced brick work (when not including over all rate) wrought to required shape as necessary including bending for praper completion of the work and including supply of steel its wastage. Band hooks and authorized overlapping shall be measured. As per MORTH data book item no. 13.7 item17 518.91 Qtl
18 18 Plain/Reinforced cement concrete in Open foundation complete as per drawing and Technical Specifications. R.C.C. M 25 Grade. As per MORTH data book item no. 12.8 item18 607.5 Cum
19 19 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. P.C.C geade M 20 ,Nominal mix 1:2:4. As per MORTH data book item no. 12.8 item19 185.97 Cum
20 20 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. As per MORTH data book item no. 13.1 item20 61.32 Cum
21 21 12 mm thick plaster with cement mortar consisting of 1 part cement and 4 part of approved coarse sand .Minimum thickness not be less than 10 mm including supply of all material , labour and T&P etc requred for proper completion of work . item21 2975 Sqm
22 22 Pointing with cement mortar (1:2 ) on brick work in substructure as per Technical Specifications. As per MORTH data book item no. 13.2 item22 4139 Sqm
23 23 Providing weep holes in brick masonary / stone masonary, plain/ reinforced concrete abutment, wing wall, return wall with100 mm dia AC pipe extending through the full width of the stuctures with slope of 1(v):20(H) toward deawing face complete as per drawings and technical specifications clauses 614,709,1204.3.7 . item23 234 Nos
24 24 Running of 5 HP pump for dewatering including arrangement of pump suction and delivery pipe and other accessories at site including cost of POL. SOR Page No. 55 NS Sr. No. 7 item24 180 Hour
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