Tender For Construction Of Footpath, Raising Of Reinforced Cement Concrete Drain Wall And Widening Of 45 Mtr. Wide Road In Gaur City, Sector 16C, Greater Noida.
Tender Value
5.74 Crore
Estimated cost
Bid Submission
16 Sep 2026
1 days left
EMD
11.50 Lakhs
Bank guarantee accepted
Document Fee
6770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gautam Buddha Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Footpath, Raising Of Reinforced Cement Concrete Drain Wall And Widening Of 45 Mtr. Wide Road In Gaur City, Sector 16C, Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR-23/16.82 |
| 2 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR-23/16.83 |
| 3 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (DSR-23/15.7.4) |
| 4 | Demolishing brick work manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) DSR-23.15.2.2 |
| 5 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. DSR-23/15.3 |
| 6 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (where machine con not reach/move) for buildinng work only (SOR-23/251(a) |
| 7 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DSR-2023/16.1 |
| 8 | Granular sub-base with close graded A, plant mix methodConstruction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work site, spreading uniform layers with motar grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for desired grade-1 material MORTH-401 |
| 9 | Wet mix macadam (plant mix method)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 as per technical specification clause 406 of MORT&H |
| 10 | Providing and laying and making kerb channel 30cm wide and 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. DSR-23/16.63 |
| 11 | Prime coat over WMM/WBMProviding and Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MORT&H 5.01/502/A(i) |
| 12 | Tack coat on bituminous surfaceProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MORT&H-5.02/503(i) |
| 13 | Dense Graded Bituminous Macadam Grading-ll: Providing 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 MORTH specification clause No. 505 complete in all respects (MORTH-505) |
| 14 | 50mm compacted thickness with bitumen penetration of 60/70 @ 4.5% by weight of total mix |
| 15 | Bituminous concrete grading-IIProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder CRMB-55 @ 5.4 percent 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 MORT&H specification clause No. 507 complete in all respects (MORTH-507) |
| 16 | 40mm compacted thickness with bitumen of grade CRMB-55 @ 5.40% by weight of total mix. |
| 17 | Brick work with common brunt clay F.S.P. (non modular) Brick work with F.P.S. bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23//6.1.2 |
| 18 | 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) DSR-23/13.4.2 |
| 19 | Cast-in-situ cement concrete M 20 kerbConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (MORTH-408) |
| 20 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). |
| 21 | Medium shade pigment using 50% white cement 50% Grey cement. DSR-23/11.20.2 |
| 22 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colour sand shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. (DSR-23/16.90) |
| 23 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 15Ox15Ox6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. DSR-23/4.9 |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR-23/13.62.1 |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR-23/5.9.2 |
| 26 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverableAll work up to Plinth level. DSR-23/5.33.1 |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more. (Sail Steel) (DSR-23/5.22.6) |
| 29 | Labour Cess and GST will be paid extra as per govt. orders Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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