Tender For Agricultural Produce Market Committee Concreting Internal Roads Adjacent To Godowns In West Market Yard Of Main Market Premises Of Karmal
Tender Value
79.17 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
2 days left
EMD
79172
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Solapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Agricultural Produce Market Committee Concreting Internal Roads Adjacent To Godowns In West Market Yard Of Main Market Premises Of Karmal
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Jul-2026 | Corg | Technical Bid | 29-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metre outside the periphery of the area . |
| 2 | 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 50 metre and spreading for embankment or stacking as directed. |
| 3 | Conveying and disposing the materials obtained from road cutting including aii lifts, from the site of excavation to the site of deposition as directed by engineer-in charge. |
| 4 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre 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). |
| 5 | Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, 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.For Grading I Material. |
| 6 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 milimetre, 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 and curing including preparation of sub-grade surface if required etc. complete. |
| 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 | Providing and laying in-situ M-40 Grade unreinforced plain cement concrete pavement over 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 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 of 0.6 metre x 0.6 metre centre to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge. |
| 9 | Providing and fixing in position TMT FE-500, tie bars precoated with anticorrosive epoxy paint of 12 milimetre diameter 70 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of HYSD chairs with proper alignment etc. complete. |
| 10 | Providing and fixing in position TMT FE-500, 25 milimetre diameter dowel bars precoated with anticorrosive epoxy paint of required diameter 60 centimetre Long and at 30.00 centimetre center to center and wherever directed including handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 11 | Cutting transverse contraction joints 3 to 4 milimetre wide and depth 60 milimetre 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 milimetre wide at top having depth of 15 milimetre as directed by Engineer incharge. |
| 12 | Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight as per drawings and technical specifications etc. complete. |
| 13 | Fixing in position Cautionary / Mandatory sign boards in ground with cement concrete 1:4:8 block 60 centimetre x 60 centimetre x 75 centimetre size complete as directed including all leads. |
| 14 | Fixing in position Road Junction / Informatory Sign Board in ground with cement concrete 1:4:8 block 60 centimetre x 60 centimetre x75 centimetre size including all leads completed. |
| 15 | Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test. |
| 16 | Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test. |
| 17 | Testing Charges for conducting G.S.B. Mix Design test. |
| 18 | Testing Charges for conducting FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test. |
| 19 | Testing Charges for conducting CONCRETE Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 20 | Testing Charges for conducting Concrete Mix Design (With all Tests on basic materials). |
| 21 | Testing Charges for conducting CONCRETE Flexural strength of Beam test. |
| 22 | Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test. |
| 23 | Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density). |
| 24 | Testing Charges for conducting SOIL / MURUM C.B.R. Test (Lab) Excluding compaction test. |
| 25 | Testing Charges for conducting SOIL / MURUM Field Density test by Sand Replacement Method. |
| 26 | Testing Charges for conducting STEEL BAR TESTING Upto 16 mm (Set of 3 Bars) |
| 27 | Royalty Charges |
| 28 | Surcharge 2% on Royalty Charges Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysTender Documents
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