Tender For Improvement To Gorape To Shiravali Road, Vr 135, Taluka Ambernath, District Thane.
Tender Value
33.04 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
7 days left
EMD
33041
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thane → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement To Gorape To Shiravali Road, Vr 135, Taluka Ambernath, District Thane.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. |
| 2 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. MORTH 301 |
| 3 | Watering and compacting of embankment formed of materia lsobtained from the roadcutting with in alead of 50m,not less than 97% of standard Proctordensity after layingthem in layers of 20 cm. to 30 cm. with vibratory roller. |
| 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 I (Using Screening Type A (13.2) mm Aggregate) |
| 5 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. |
| 6 | Providing and laying in-situ M 30 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as 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 grades as directed by Engineer-in-charge and curing by 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 with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. |
| 7 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 8 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. |
| 9 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. |
| 10 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameterin proper line, level and slope etc. complete. |
| 11 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 12 | Spreading hard murum for side width etc. complete |
| 13 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 14 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.. |
| 15 | ProvidingandfixinginpositionTMT-FE-500 bar reinforcement of various diametersfor R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies,staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detaileddesigns, drawings andschedules. includingcutting,bending,hookingthebars,bindingwith wires or tack welding and supporting as required complete. |
| 16 | Excavation for foundation inhardmurumincluding removing the excavatedmaterial uptodistance of 50metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means |
| 17 | Providing and laying in situ/ readymix cement concrete of M-10 proportion withtrap/ granite/quartzite/gneissmetal infoundationincludingnecessaryformwork,compacting and curing etc. complete. (with reversible drumtypemixerwithSCADAwith fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 18 | Providing cast in situ/ready mix M20 grade cement concreteforheadwallsofCDwork/ retainingwallsetc. includingnecessaryformwork,compaction, finishingandcuringetc. complete. (withreversibledrumtypemixer/ concretebatchmixplant (panmixer) with SCADA |
| 19 | Providing earthwork in embankment with approved materials obtained fromother sourcesuptoleadof50m. includingall lifts, layinginlayersof20cm. to30cm. thickness breakingclods, dressing to the required lines, curves, grades§ion,wateringand compactionwithvibratoryrollerwithV-Satattachment toachievenot lessthan97%of standard proctor density etc. complete ( Material obtained from Other sources) |
| 20 | Providing and laying weep holes of 100mm diameter PVC pipes asper drawing for abutment returns, return walls etc. Complete. |
| 21 | 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 side and grey stove enamel on back side and 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 braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.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 ChargeMORTH 801 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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