Construction Of Road Towards Atul Pataras House At Talasari Musalpada
Tender Value
36.69 Lakhs
Estimated cost
Bid Submission
30 Jul 2022
0 days left
EMD
36693
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 Towards Atul Pataras House At Talasari Musalpada
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for foundation in earth. Soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metars beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filing, ramming, watering including shoring and strutting etc, complete. (lift upto 1.5 m) By Mechanical Means |
| 2 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. Including aal lifts, laying in layers of 20cm to 30cm. Thickness breaking clods, dressing to the required lines, curves, grades and 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 from other sources) |
| 3 | Providing, laying, spreadig 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 requidsite type of screening/ binding Materials to fill up the interstices to coarse aggregate, watering and compacting with vibratory roller. to required density. By Mechanical Means-Grading I (Using Screening Type A (13.2 mm) Aggregate) |
| 4 | Providing, laying, spreadig 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 requidsite type of screening/ binding Materials to fill up the interstices to coarse aggregate, watering and compacting with vibratory roller. to required density. By Mechanical Means-Grading II (Using Screening Type B (11.2 mm) Aggregate) |
| 5 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 6 | Spreading hard murum/ kankar on the road formation/ side width |
| 7 | Compacting the hard murum side width, layer wise on each side with static roller including artificial watering etc. complete. |
| 8 | Providing and constructing 50 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 obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 Kg/sqm, spreading 12 mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. comlete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 9 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface @2.5 kg/10 sqm ( VG-30 bulk Bitumen rates are considered to arrive at rates) |
| 10 | BITUMINOUS MACADAM :-- Providing and laying bituminous macadam using crushed aggregate of Gradig 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 essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor base belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix plant, Sensor paver and Vibratory roller excluding prime/Tack |
| 11 | BITUMINOUS CONCRETE :-- Providing and laying bituminous concrete using crushed aggregate of Gradig 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 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 | Excavation for foundation in earth. Soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metars beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filing, ramming, watering including shoring and strutting etc, complete. (lift upto 1.5 m) By Mechanical Means |
| 13 | Providing rubble filling of trap/ granite/quartzite gnesis stones for foundations including filling voids with sand/grit and compaction etc. complete |
| 14 | Providing and laying in situ cementconcrete of 1:4:8 proportion with trap/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 specification (Natural sand / VSI sand finely washed etc) |
| 15 | Providing cast in situ / ready mix M10 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 with fine agreegates of required specification (Natural sand / VSI sand finely washed etc), cement 4.05 bags/cumt) |
| 16 | Providing and laying cement concreteof IS 458:2003NP-2 class of 900mm dia in proper line level andslope including providing fixing collarscement mortar 1:2etc. complete. |
| 17 | Providing and laying cement concreteof IS 458:2003 NP-2 class of 600mm dia in proper line level andslope including providing fixing collarscement mortar 1:2etc. complete. |
| 18 | Providing seclected hard murum filling including laying in layers of 15 to 20 cm. watering and compacting etc. complete |
| 19 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return wall etc. Complete. |
AI Tender Summary
Tender Timeline
Jul 16, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 02, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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