Tender For Construction Of Cement Concrete Road At. Nandavan Colony, Chanmari Road In Prabhag No.04 (Ward No.17)
Tender Value
16.26 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
1 days left
EMD
16300
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aurangabad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Cement Concrete Road At. Nandavan Colony, Chanmari Road In Prabhag No.04 (Ward No.17)
BOQ
| Sl. No. | Item Description |
| 1 | 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 upto a lead of 50m. and spreading for embankment or stacking as directed. By Mechanical Means. MORTH 301 2.1 309 MORTH |
| 2 | Scarifying the existing granular road surface to a depth of 50 mm by manual means and disposal of scarified material within all lifts and leads upto 1000 metres. MORTH 403 3.08 MORTH 404(SSR No.: 3.09) |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.(SSR No.: 3.10) |
| 4 | 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. MORTH 305 2.25 MORTH 2504(SSR No.: 2.25) |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - III Material MORTH 401 3.02- MORTH 202(SSR No.: 3.02) |
| 6 | 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 Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. MORTH 602 5.13 - MORTH (SSR No.: 5.13) by |
| 7 | Providing and laying in-situ M-30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement coarse and fine aggregate 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 (initial lead of 5.00 Km for raw materials up to plant site) Spec. No. M.O.R.T.and H 2013. CI-602 MORTH 602 5.01 -MORTH 602 (SSR No.: 5.01) |
| 8 | Raising the Existing manhole chamber with 23 cm thick brick work in CM 1:5 prop. In 30 cm concentrick cone including 12 mm thick cement plaster in CM 14 prop on both side complete. (As per rate analysis) 20(SSR No.: -) |
| 9 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads, low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand /crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator complete. IRC-SP-63 MORTH 410.3.6 etc.(SSR No.: 5.20) |
| 10 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. MORTH 305 2.28 - MORTH 402(SSR No.: 2.29) |
| 11 | Spreading hard murum for side width etc. complete MORTH 408 2.29 - MORTH 402 (SSR No.: 2.30) |
| 12 | 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. MORTH 602.2.8 5.17 MORTH 409 (SSR No.: 5.17) |
| 13 | 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 & allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 mm. deep x 8 mm.wide) (SSR No.: 5.18) |
| 14 | Testing of Concrete cube test for Compressive strength..etc complete (SSR No.: -) |
| 15 | Taking Core cut samples in concrete pavement..etc complete (SSR No.: -) |
| 16 | Roylty for Natural Material aggregate Metal Crushed sand..etc complete (SSR No.: -) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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