Improvement To Hatta Bibkhed Road Vr Ch From 0/0 To 0/400 Ta Lonar Distt Buldana
Tender Overview
Project Description
Improvement To Hatta Bibkhed Road Vr Ch From 0/0 To 0/400 Ta Lonar Distt Buldana
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-May-2022 | CORRECTION IN WORK CONDITION | Other | 05-May-2022 |
| 2 | 02-May-2022 | CORRECTION IN WORK CONDITION | Other | 05-May-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% |
| 2 | 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 Specification2013,mixedinabatchingandmixingplant/nontiltingmixerandWeighbatcher asper 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. |
| 3 | Providingandlayinginsitu/readymixcementconcreteofM-10proportionwithtrap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 4 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA |
| 5 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. |
| 6 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 andcuring etc. complete. |
| 7 | Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLCreversible drum type mixer/ concrete batch mix plant (pan mixer)as per drawings and Technical specifications etc. complete withfine aggregates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 8 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. |
| 9 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front sideandgrey stoveenamel onback sideand border/ messages/ symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross bracedM.S.anglesofsize35mmx35mmx3mmdulypaintedincludingTwoM.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 10 | Royalty |
| 11 | Royalty |
| 12 | Basic Test- Water Absorption,Specific Garvity,Impact Value,Crushing Value,Soundness |
| 13 | Flakiness |
| 14 | Gradation |
| 15 | Gradation |
| 16 | Basic Test- Standard Consistancy,Fineness,Specific Gravity,Intila Stting Time Final Setting Time,Compressive Strength,Soundness |
| 17 | Silt Content |
| 18 | Compressive Stength |
| 19 | Compressive Stength |
| 20 | Penetration,Soft.Point,Flas,Fire,Specific Gravity, |
| 21 | Extraction |
| 22 | Ductility |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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