Overview
1d and 11h from now left
| Tender Authority | Gujarat Industrial Development Corporation |
|---|---|
| Location | Bharuch, Gujarat |
| Estimated Value | ₹ 167,392,805.00 |
|---|---|
| EMD | ₹ 1,673,930.00 |
| Document Cost | ₹ 21,240.00 |
Tender Description
Upgradation & Strengthening Of Existing Rigid Pavement Network At Vilayat Industrial Estate With Free Maintenance Guarantee Period Of Five Years..
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Items Total Items : 12 | Total Qty : 287316
| Sr. No | Item Description | Qty | Unit |
|---|---|---|---|
| 1 | Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed by engineer-in-charge with all lead and lift.. | 11355.000 | Cum |
| 2 | Providing & laying of compacted thickness of 150 mm Closed Graded Granular sub base (GSB) in single layers (each layer should be less than 200 mm)of graded granular material consisting of machine crushed black trap aggregate as per grading - V given in table 400-1 of the specification MORT&H and compactor to the required density with 8 - 10 tonne vibratory roller with plain drum or heavy pneumatic tyred roller of minimum 200 to 300 KN weight in all seasons as per MORT&H , maintaining the required slope & grade during the operation as approved by the engineer in charge & watering to the proper moisture content and sprinkled with the help of truck mounted water tank fitted with suitable arrangement. (fully saturated having CBR value minimum 30) | 4116.000 | Cum |
| 3 | 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, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 1500.000 | Cum |
| 4 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement(concrete Grade M-40) over a prepared sub base with 53 grade cement @ 440 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including cost of contraction, expansion, construction and longitudinal joints, joint filler, 200 micron separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rods, admixtures as approved, curing compound, finishing to lines and grades as per drawing. | 14155.000 | Cum |
| 5 | Road marking with hot applied thermo plastic compound with reflectorizing glass beads on bituminous surface providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectrizing glass beads about 250 gram per square meter area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35 the finish surface to be level uniform and free from streaks and holes as directed by engineer in charge. | 3215.000 | Sq.Mt |
Key Dates
| Publish Date | Mon 6th April, 2026 | Bid Submission Deadline | Wed 15th April, 2026 |
|---|---|
| Bid Opening | Refer Documents |
Documents
| Document Name | Action |
|---|---|
| Tender Notice |
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