Tender For Construction Of Road Upto Nathu Thakare House At Talasari Ibhadpada
Tender Value
40.25 Lakhs
Estimated cost
Bid Submission
23 Feb 2023
0 days left
EMD
40250
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
talasari → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road Upto Nathu Thakare House At Talasari Ibhadpada
BOQ
| Sl. No. | Item Description |
| 1 | Item No.1) Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, wateing including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means PWD SSR 21-22 I/P 21.08/115+10% T.A. |
| 2 | Item No.2) Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. Including all lifts, laying in layers of 20cm. To 30cm. Thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-sat attachment to achieve not less than 97% of standard proctor density etc. complete (Material obtained Other sources) |
| 3 | Item No. 3) 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 Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening TypeA (13.2) mm Aggregate) |
| 4 | Item No. 4) 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 Vibratory roller. to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2) mm Aggregate) |
| 5 | Item No. 5) Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 6 | Item No. 6) Spreading hard murum/ soft murrum/gravel or kankar for side width etc. complete PWD SSR 21-22 I/P 2.30/24+10% T.A. |
| 7 | Item No. 7) Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. PWD SSR 20-21 I/P 2.31/29+10% T.A |
| 8 | Item No. 8) Providing and constructing 75 mm thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtalned by blasting) heating and spraying the bitumen of VG-30 grade @ 2 kg/sqm, spreading 12 mm size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 9 | Item No. 9) Providing and applying tack coat on the prepared surface heating by flames in Boller and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm with VG-30 bulk Bitumen rates are considered to arrive at rates) |
| 10 | Item No. 10) BITUMINOUS MACADAM :- Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface, finished to the required grade level, alignment, and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying assential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic sychronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum mix plant sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete - Bitumen VG-30 grade 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 11 | Item No. 11) BITUMINOUS MACADAM : Proving and laying bituminous concrete using crushed aggregates of Grading 1, premixed with bituminous binder @ 5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete - Bitumen of specified grade with stone dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 12 | Item No.12) Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, wateing including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means PWD SSR 21-22 I/P 21.02/115+10% T.A. |
| 13 | Item No.13)Providing rubble filling of trap/granite/quartzite gneiss stones foundations including filling voids with sand/grit and compaction etc. complete |
| 14 | Item No. 14) Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quarizite / gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversble drum type mixer with SCADA with fine agreegates of required specifications (Natural sand/VSI sand finely washed etc) |
| 15 | Item No. 15) Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / rataining walls etc. including necessary form work, compaction, dinishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial sand cement 4.05 bags/cumt) |
| 16 | Item No. 16) Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement morter 1:2 and curing etc. complete |
| 17 | Item No. 17) Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement morter 1:2 and curing etc. complete |
| 18 | Item No. 18) Providing selected hard murum filling including laying in layers of 15 to 20cm with watering and compacting etc. complete |
| 19 | Item No. 19) Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns,return walls etc. Complete PWD SSR 21-22 I/P 17.37/99+10% T.A. |
AI Tender Summary
Tender Timeline
Feb 09, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 23, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 24, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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