Tender For Repair Work Of Damaged Road From Shanti Niketan Public School To Old Toilet In Ward 28 Rajiv Colony By Kas Dens.
Tender Value
2.59 Crore
Estimated cost
Bid Submission
26 Oct 2026
4 days left
EMD
7.78 Lakhs
Bank guarantee accepted
Document Fee
15316
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Work Of Damaged Road From Shanti Niketan Public School To Old Toilet In Ward 28 Rajiv Colony By Kas Dens.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 |feet). PWD SOR 2022 17.3 |
| 2 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including fling 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the |foundation trenches. (Where machine can not |reach/move).PWD SOR 2022 4.1.1 |
| 3 | Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a). |
| 4 | S/S Stone ballast 40 to 62 mm gauge stone ballast stscv.ine for measurment etc all complete as per-the direction of engineer in charge. (AS PER pwor SOR 2020 RMR.) |
| 5 | S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR |
| 6 | Supply of screening material with stacking for measurment etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR |
| 7 | Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper 12 grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading |2/3 as per Technical Specification Clause 405. AS PER PWD sOR 2022 20.2.1 Laying of Interlocking Ti |
| 8 | 1 Tack Coat for DBMProviding and applying tack coal with bitumen VG-10 using bitumen pressure distributor @0.25 kg/sqm on the prepared bituminous surface cleaned with mochanical broom as per MoRT&H specification clause 503 |
| 9 | Dense Graded Bituminous Macadam (Grading - II) Providingandlayingdensegradedbituminousmacadamwithhighercapacitybatchtype hotmixplant usingcrushedaggregatesof specifiedgrading,premixedwithbituminous [email protected]%byweightof totalmixandfiller, transportingthehotmix towork site, layingwithahydrostaticpaverfinisherwithsensorcontrol totherequiredgrade, level andalignment, rollingwithsmoothwheeled,vibratoryandtandemrollers toachievethe desired compaction as per MoRT&H specification clause No. 505 complete in all respects. |
| 10 | Tack Coat for BCProviding and applying tack coat with blumen V0-10 using bitumen pressure distributor 0.20 kg/sqm on the prepared bibaninous surface cleaned with mechanical broom per |
| 11 | Bituminous Concrete (Grading - II) Providingand layingbituminousconcreteGrading2withhighercapacitybatchtypehot mixplantusingcrushedaggregatesofspecifiedgrading,premixedwithbituminousbinder [email protected]%ofmixand filler, transporting thehotmix towork site, layingwitha hydrostaticpaver finisherwithsensorcontrol totherequiredgrade, levelandalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 12 | 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. |
| 13 | Reflective Raised Pavement Markers (Cat Eye/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 Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien 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 panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -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. The base of the marker shall be flat within 1.3 mm 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 immediately 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 , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced , damaged , get worn out or lose their reflectivity compared 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 per direction of the Engineer-in-Charge. |
| 14 | Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension |200X(160+120mm) of O.P cement smoothing gloss |finish,skid resistant manufacturered from rubber moulds M 30 GRADE AS PER SOR 2022. |
| 15 | Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Red color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds M-30 GRADE AS PER SOR 2022. |
| 16 | S/F of Board etc |
| 17 | Construction 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.Cast-in-Situ Cement Concrete M 20 Kerb |
| 18 | Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM . |
| 19 | RCC Hume pipe Type) ISI Mark250mm dia |
| 20 | Laying and jointing of Hume pipe in position, jointed with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2fine sand) including testeing of joints complete, labour and T&P etc. required for proper completion of the work.NP-3 PIPE250 mm dia |
| 21 | First class Brick Work in (1:4) cement & four coarse sand |2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in -charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.0S ITEM NO 305 (a) |
| 22 | GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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