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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹6.9 Cr
EMD Value
₹13.8 L
Closing Date
21 Oct 2026, 5:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
SM_TENDER CELL
GNIDA OFFICE
Strengthening of main carriage way along with 60m wide road from Pradhan rotary to Roza Police chowki and Mastic work on Pradhan rotary and different cut rotary in Sector Ecotech-12, Greater Noida.
2026_GNIDA_1192803_31
SM/(E-TENDER CELL)/2026/817 DATED-30.09.2026
Open Tender
Civil Works
Percentage
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹13.8 L
7 Oct 2026
7 Oct 2026
23 Oct 2026
7 Oct 2026
21 Oct 2026
7 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 | Providing and applying tack coat with bitumen grade VG-10 using emulsion pressure distributor at the rate of 0.25 kg per Sqm on the prepared bituminous surface cleaned with mechnical broom. (MORTH-503(II)/502) | 52,580 | Sqm | 21.27 | ₹11,18,376.6 |
| 2 | Cold milling of asphaltic surface/pavement (removal of BC/DBM rang asphaltic material from road surface/concrete surface) in to maintain surface below in shape, slope and undamaged workable to lay fresh layer of asphaltic material in line, level, size depthas direct by Engineer-in-charge including transportation and disposal of removed material from site for all lift and leads, cleaning of surface (MORTH-519) | 3,129 | Cum | 1,182.77 | ₹37,00,887.33 |
| 3Recycling of Bituminous Pavement with Central Recycling Plant Recycling pavement by cold milling Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the centralrecycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519. | |||||
| 3.01 | (II) Using by Dense Graded Bituminous Macadam Grading -II (MORTH 5.13 P-168)
60/50mm comjpacted thickness with bitumen peretration [email protected]% by weight of mix. | 1,627.08 | Cum | 12,107.84 | ₹1,97,00,424.31 |
| 4Providing and laying bitumen concrete with 100-120 ΤΡΗ batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous [email protected]% of mix and filler transporting the hot mix to work site laying with hydrostatic paver finsher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORTH specification clause 507 complete in all respect (MORTH//GNIDA) | |||||
| 4.01 | 40mm compacted thickness with bitumen penetration of VG-30 @4.97% by weight of total mix | 31,290 | Sqm | 693.15 | ₹2,16,88,663.5 |
| 5 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes (SOR-2025/Ch-6.2/MORTH-802 (8.13)) | 1,490.4 | Sqm | 618 | ₹9,21,067.2 |
| 6Reflective Raised Pavement Markers (Cat Eys/Road Stud) Supply and fixing of raised pavement marker with made of plastic body of RPM/Road stud shall be moulded from ASA (Acrylic Styrene Acrylonlirita) or HIPS (High Impact Polystyrene) or Acryionitrite Buladien Styrene (ABS) or any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face, Lenses shall be mouled of methyl mathacrylate confirming to ASTM D788 of equivalent. The slope of retro reflecting surface shall preferably be 35+/-5 degree to base and the area of each ratro- reflecting surface shall not be less than 13.00 sq.cm.. the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. | |||||
| 6.01 | The base of the marker shall be flat within 13mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immedietly removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro reflectance of the reflecting panel to the Engineer. In addition, atwo year warranty for satisfactory infield performance of the finished road markershall also be given by the contractor who carries out the work of fixing of reflective road marker. In case the markers are displaced, damaged, get worn out or loose their reflectivity compare to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as ner direction of the Engineer.in.charge (SOR-2025/AR/GNIDA) | 2,522 | Nos | 324 | ₹8,17,128 |
| 7 | Mastic Asphalt
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen pre-coated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516. (MORTH-2020/516/5.11) | 8,836.25 | Sqm | 1,537.8 | ₹1,35,88,385.25 |
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details.html
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Tendernotice_1.pdf
PDF • 6.77 MB
PreQ_Stren_Ecotech_12.pdf
Tender Documents • 0.91 MB
BOQ_2251591.xls
BOQ • 0.25 MB
8821.pdf
Additional Documents • 0.21 MB
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