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Tender Value
₹7.8 Cr
EMD Value
₹15.6 L
Closing Date
16 Sept 2026, 5:00 pm
SM_TENDER CELL
GNIDA OFFICE
Resurfacing of Greater Noida-Noida Expressway in Greater Noida area, Greater Noida
2026_GNIDA_1181398_5
SM/(E-TENDER CELL)/2026/805 DATED-27.08.2026
Open Tender
Civil Works
Percentage
270 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹15.6 L
3 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 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) | 1 | Sqm | 1 | ₹1 |
| 2Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @4.5 percent 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 MoRT&H specification clause No. 505 complete in all respects. | |||||
| 2.01 | 50mm compacted thickness with bitumen VG-30 [email protected] by Weight of total mix | 1 | Cum | - | - |
| 3Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder [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/507(B)/5.05) | |||||
| 3.01 | 40mm compacted thickness with bitumen peretration of [email protected]% by weight of total mix | - | Sqm | 1 | - |
| 4 | 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) | - | Sqm | 1 | - |
| 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 | Sqm | - | - |
| 6Reflective Raised Pavement Markers (Road Studs/Cat Eye) Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrile) or HIPS (Hi-impact Polystyrene) or aa acrylonitrile butadiene styrene (ABS). The marker shall supported a load of 1335 Kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably by 351 5 ̊ to base and area of each retro-reflecting surface shall not be less than 13.0Sacm road studs shall be legibly marked with name trade mark or other means of densification of the manufacture. Dimensions of road studs should not be less than 100mmX100mmX10mm. RPM (with shank) as per ASTM. Chapter-26 Traffic sign S.N.5 | |||||
| 7Solar Power road marker (Solar Studs) The solar studs shall be made of Aluminium alloy and poly cartonate material which shall be absolutely weather resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM 04280. Its colour may be while, red, yellow, green or blue or combination as directed by the Engineer fie weter resistance shall meet the requirements of IP 65 in accordance with 18:12063:1987 category 2 for protection against water trigiess. The dimensions of solar stude shall not be less than 100 mm X 100 mm x 10 mm. it shat lave super bright LEDs so as to provida long visiblily from a distance of more then 800 m. Its fleshing rate shall not ba less than 1 Hz. Ite should be able to give the prescribed performance in the temperature tarige of 40°C to +55°C. Its life shall be not less than 3 Years. The rate shall include al materials, labour, equipments, fabrication, transportation, erection, installation and mcidentals all complete as per direction of the Engineer-in-Charge, (MORTH-804.6 (8.35)-Suggestive (SOR-2025/Ch No-6/16) | |||||
| 8Road Delineator. Providing and fixing of standard metal Delineator as per IRC 79-2019 consisting old minimum retro reflective unit exposed area of 330 square cm in while color, full cube corner micro prismatic non-metallic retro reflective shieling on each side conforming wilt IRC 67-2012 and meeting the coefficient of retro reflection values as per ASTMO 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both side. The structure shall be manufactured in roll forming process and shall have height not less than B00mm above the ground, width not less than 100mm and shall extend nil more than 300mm below the ground while being installed. | |||||
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PreQ_Resur_Noida_Expressway.pdf
Tender Documents • 1.02 MB
BOQ_2221130.xls
BOQ • 0.25 MB
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