Tender For Construction Of Pcc Road From Pipal Chowk To Middle School Peto In Village Bela Peto Block Keredari Dist Hazariba
Tender Value
75.64 Lakhs
Estimated cost
Bid Submission
30 Sep 2023
0 days left
EMD
1.51 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
keredari → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Pcc Road From Pipal Chowk To Middle School Peto In Village Bela Peto Block Keredari Dist Hazariba
BOQ
| Sl. No. | Item Description |
| 1 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. S.O.R. Item No.5.6.3 (B.C.D.) |
| 2 | Dismantling of cement concrete pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately SOR. ITEM NO. 2.06RDD |
| 3 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR. ITEM NO. 3.16 RDD |
| 4 | Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300.2 with 1000Mlead as per Technical Specification Clause 303.1S.O.R. Item No. 3.18 |
| 5 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tablea 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.41S.O.R. Item No.3.19 Case-II (ii) |
| 6 | Granular sub-base with Close Graded Material (Table:400-1) Plant Mix Method (Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401)With Grading -III MaterialS.O.R. Item No. 4.1 B (iii) Factor =1.01 |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 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 |
| 8 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Depth upto 3 m |
| 9 | Sand Filling in foundation trenches as per drawing & technical specification S.O.R. Item No.12.03 (RDD) |
| 10 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. Grade-M15 S.O.R. Item No.12.08 A (RDD) |
| 11 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M20 using batching plant, transit mixer & manual placing S.O.R. Item No. 12.08 C case-ii |
| 12 | Providing weep holes in Brick masonry /Plain /Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications do-----do--------all complete job. RDD 13.8 |
| 13 | Backfilling behind abutment ,wing wall and return wall with Sandy material complete as per drawings & technical specification clause 1204.3.8 Granular MaterialRDD 13.9(B) |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 15 | Cement (Lead 68 KM) |
| 16 | Sand (Lead 22 KM) |
| 17 | Stone chips (Lead 55 KM) |
| 18 | Bricks (Lead 58 KM) |
| 19 | Steel (Lead 68 KM) |
| 20 | Goods & Services Tax (G.S.T.) - 18% |
| 21 | Labour Cess - 1% |
AI Tender Summary
Tender Timeline
Sep 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 05, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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