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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical GRAM SANTOSHPUR CHHOI RAMNAGAR NAINITAL UTTARAKHAND | RAMNAGAR | NAINITAL | UTTARAKHAND | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
9 Oct 2026, 3:00 pmClosed
Superintending Engineer Meerut Circle,
Office of The Superintending Engineer Meerut Circle, UPAVP, Meerut
Strengthening of 9.00m, 12.00m, 18.00m, 24.00m, and 30.00m wide roads at Sector-5 in Jagriti Vihar (Extension) Scheme No. 11, Meerut, under the Infrastructure Fund.
2026_UPHDB_1186177_1
NIT No 2720/S.E Meerut/G-12/74 dt 08-09-2026 Sr. No 6
Open Tender
Civil Works
Percentage
120 days
Sector-5, Scheme No 11, Jagriti Vihar(Ext.) Meerut
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,310
Executive Engineer CD Meerut-03, UPAVP Meerut
₹5.8 L
9 Oct 2026
16 Sept 2026
9 Oct 2026
16 Sept 2026
9 Oct 2026
16 Sept 2026
16 Sept 2026 - 9 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. D.S.R 2023 S.I No 2.31 | 15,102 | Sqm | 13.06 | ₹1,97,232.12 |
| 2 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MoRTH 406 | 91.59 | Cum | 4,084.2 | ₹3,74,071.88 |
| 3 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. | 1,069.62 | Cum | 13,384.8 | ₹1,43,16,649.78 |
| 4 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.MoRTH 502 | 551.1 | Sqm | 54.1 | ₹29,814.51 |
| 5 | Providing and applying tack coat with bitumen VG-10, using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.MoRTH-503 | 46,478.55 | Sqm | 19.8 | ₹9,20,275.29 |
| 6 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects | 674.25 | Cum | 15,154.4 | ₹1,02,17,854.2 |
| 7 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. D.S.R 2023 S.I No 16.62 | 1,529.33 | Sqm | 554.77 | ₹8,48,426.4 |
| 8 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion\ resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge D.S.R 2023 S.I No 16.50 | 2,297 | Nos | 153.05 | ₹3,51,555.85 |
| 9 | Providing & Laying Speed Table Trapezodial hump/Table Top as per Attached Drawing & Direction of E/I Anly For 24 M Road | 4 | Nos | 1,03,274.63 | ₹4,13,098.52 |
| 10 | Providing & Laying Speed Table Trapezodial hump/Table Top as per Attached Drawing & Direction of E/I Anly For 30 m Road | 2 | Nos | 1,37,405.76 | ₹2,74,811.52 |
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