Proposed Construction Of Cc Road And U.G. From Manoj Dhas House To Vasundhara School, Pr-16, Belongs To Nagar Panchayat Ashti , Dist Beed
Tender Value
Ref. Documents
Estimated cost
Bid Submission
20 Apr 2023
0 days left
EMD
28731
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ashti → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Proposed Construction Of Cc Road And U.G. From Manoj Dhas House To Vasundhara School, Pr-16, Belongs To Nagar Panchayat Ashti , Dist Beed
BOQ
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m. and spreading for embankment or stacking as directed.Sr.No.-88, Chapter-Road Sub grade, Reference No/Additional Specification.-MORTH 301, Page-26, SSR Item No.-2.11. |
| 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed.Sr.No.-100, Chapter-Road Sub grade, Reference No/Additional Specification.-MORTH 305, Page-27, SSR Item No.-2.26. |
| 4 | Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. Sr.No.-755, Chapter- Excavation, Reference No- BDA 10, Additional Specification.-Bd.A.10 PageOne Number 262, Page-194, SSR Item No.-21.36 |
| 5 | Providing and constructing Brick Masonry Inspection Chamber 60cmx 45cm With R.C.C.raft in B.C. soil area including cost of reinforcement, 1:2:4 cement concrete channelshalfround G.S.W. pipes, Brick Masonry, plastering from inside and air tight 75mm thick R.C.C. cover medium duty 100 Kilogrametc. complete. Sr.No.-1387, Chapter- Water Supply and Sanitary Fitting, Reference No- BDV , Additional Specification.-Bd.V.43 Page One Number 574, Page-275, SSR Item No.-42.16 |
| 6 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Sr.No.-1380, Chapter- Water Supply and Sanitary Fitting, Reference No- BDV 41, Additional Specification.-Bd.V.41, Page One Number 573, Page-274, SSR Item No.-42.09 |
| 7 | Providing, laying and fixing P.V.C. pipe of 110mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. Sr.No.-1404, Chapter- Water Supply and Sanitary Fitting, Reference No- BDV 60, Additional Specification.-As directed by Engineer in charge, Page-345, SSR Item No.-42.28. |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density.Grading I(Using Screening Type A (13.2) mm Aggregate).Sr.No.-129, Chapter-Road Sub Base and Base Course, Reference No/Additional Specification.-MORTH 404, Page-32, SSR Item No.-3.18. |
| 9 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with vibratory rollerto achieve the desired density, complete as per clause 401--By Mix in Place Method and Grading - I Material.Sr.No.-116, Chapter-Road Sub Base and Base Course, Reference No-MORTH 401, Additional Specification.-MORTH 401, Page-27, SSR Item No.-3.04 |
| 10 | Providing and laying Cast in situ / Ready Mix cement concrete in M15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such otheri tems including bailing out water, Steel centering, formwork, laying / pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honey combed surface and curing etc. complete. The Cement Mortar 1:3p laster is considered for rendering un even and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro process or based PLC with SCADA enabled reversible DrumType mixer/concrete Batch mix plant (Pan mixer) etc.complete.Withfine aggregate (Crushed sand VSI Grade).Sr.No.-830, Chapter-Plain Cement Concrete, Reference No-BDE 4, Additional Specification.-Bd.E.4 Page One Number 289 and B-7, Page One Number38, Page-176, SSR Item No.-24.08 |
| 11 | Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.Sr.No.-170, Chapter-Rigid Pavement, Reference No/Additional Specification.-MORTH 602, Page-44, SSR Item No.-5.01. |
| 12 | TEST ON CONCRETE-compression strength |
| 13 | ROYALTY CHARGES, a) For sand |
| 14 | b) For All Other Minerals |
| 15 | ADD GST 18% |
AI Tender Summary
Tender Timeline
Apr 13, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedApr 20, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 24, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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