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Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
12 Oct 2026, 3:00 pm4d left
SE GNSM Meerut
Office of SE GNSM Meerut
As per the NIT
2026_UPIDC_1191102_3
03/SE/2026-27
Open Tender
Civil Works
Piece-work
45 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,130
₹3.3 L
7 Oct 2026
7 Oct 2026
12 Oct 2026
7 Oct 2026
12 Oct 2026
7 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning Thick Bushes & Throny Jungle without uprooting with all cost of labour and T&P etc.Complete. | 30,104 | Sqm | 4.4 | ₹1,32,457.6 |
| 2 | Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface
of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. of Mord | 1,422 | Sqm | 468.6 | ₹6,66,349.2 |
| 3 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead | 131 | Cum | 993.65 | ₹1,30,168.15 |
| 4 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 33,550 | Sqm | 1,611.2 | ₹5,40,55,760 |
| 5 | Providing and laying Dense 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 @ 4.25% by weight of total mix 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. 507 complete in all respects.Grading II - 26.5mm nominal size | 1,007 | Cum | 6,395.9 | ₹64,40,671.3 |
| 6 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause
503 | 33,550 | Sqm | 6,045 | ₹20,28,09,750 |
| 7 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification
Clause 510 Since seal coat is provided immediately over the bituminous layers, hydraulic broom for cleaning has not been catered | 33,550 | Sqm | 83.64 | ₹28,06,122 |
| 8 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks
and holes. | 1,812 | Sqm | 1,123.75 | ₹20,36,235 |
| 9 | Earth Work in embankment above 1.50m height in ordinary soil with proper Ramming, dressing and manual compaction with all lead& lift, lead beyond 3.00 km and including cost of earth, including royalty, labour, carrriage,T&P etc complete the work /M³ | 2,025 | Cum | 100 | ₹2,02,500 |
| 10 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. | 1,715 | Sqm | 575 | ₹9,86,125 |
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