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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technical Bid found in order |
| 2 | Accepted-Technical | Accepted-Technical Technical Bid found in order |
| 3 | Accepted-Technical E 315 1ST FLOOR SECTOR 27 NOIDA G B NAGAR 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | Accepted-Technical Technical Bid found in order |
| 4 | Accepted-Technical | Accepted-Technical Technical Bid found in order |
Tender Value
₹71.2 L
EMD Value
₹1.7 L
Closing Date
20 Apr 2026, 5:00 pmClosed
Dy. General manager (civil)
Ghaziabad
CONSTRUCTION OF ROAD NO.5 ( SIDE ROAD OF PLOT NO.1 K-1) AND DRAINS AT I.A. PILAKHNI SAHARANPUR
2026_SIDC_1131642_1
CD-I(452) DATED 06.03.2026
Open Tender
Civil Works
Percentage
180 days
I.A. PILAKHNI SAHARANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,945
Yes
UPSIDA
₹1.7 L
Yes
23 May 2026
30 Mar 2026
20 Apr 2026
30 Mar 2026
20 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Earthwork in filling with carted earth from outside of industrial area upto 5.00 Km lead filling to be done in 20 cm thick layers including ramming and dressing the surface to required level and slope including all labour, T&P royalty cartage octroi with all taxes whatsoever applicable under rules required for proper completion of the work. | |||||
| 2Extra cost for Earth work in embankment mechanically compacted to 95% proctor density including arrangement of water settlement and all T&P including roller and its fuel etc. | |||||
| 3Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness motor grader on prepared surface, first compacting in trenches by Small Ride-on Double Drum Vibratory Roller, Capacity: 3-4 Tonnes and then compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.. | |||||
| 4Providing, Laying, Spreading, and Compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. | |||||
| 5Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and surfacing primer at the rate of 0.70 kg/sqm using mechanical room etc. | |||||
| 6Providing 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 @4.5% 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 roleers to achieve the desired compaction as per MORTH specification clause no. 507 complete in all respects. Grade-II (As per CRRI Recommendation) (As per MoRTH analysis attached). | |||||
| 7Providing and applying tack coat on bituminious surface @ 4.5% of Weight Mix. Bitumen of grade VG-30, includig heating the bitumen, spraying the bitumen the mechanical operated spary unit fitted on bitumen boiler, cleaning and preparing the exiting road surface as per specifications.As per Analysis Attached | |||||
| 8Providing and Laying bituminous concrete 40 mm thick with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 % 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 achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. (As per CRRI Recommendation) (As per MoRTH analysis attached). | |||||
| 9Cement Concrete with 4 cm guage approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & Plant etc. required for proper completion of work. | |||||
| 10Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M 50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. New Item 15 Chapter-20 | |||||
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