Tender For Construction Work From Santosh Medical College Gate No. 01 To The Aradhya Complex Road And Its Sides In Ward-15, Sector-12, Pratap Vihar.
Tender Value
2.65 Crore
Estimated cost
Bid Submission
26 Oct 2026
7 days left
EMD
7.95 Lakhs
Bank guarantee accepted
Document Fee
13258
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 Construction Work From Santosh Medical College Gate No. 01 To The Aradhya Complex Road And Its Sides In Ward-15, Sector-12, Pratap Vihar.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Oct-2026 | Date | Date | 26-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge SI NO 251 (a) |
| 2 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth linto 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 not reach/move).S.I.No.251 (a) |
| 3 | Desposal of refused material/malwa distance up to 5 km etc all complete as the direction of engineer in charge.(AS PER DSR 2023 PAGE N.83 ITEM N. 1.1.2) |
| 4 | Providing & supply gunny bags including cost of sand and stiching of bags and laying in position SOR-2017 NEW item 20.21(b) |
| 5 | Dewatering/Diversion of water by diesal engine pump including opretor,fuel,required length of flexible pipe for proper disposel of water etc all |
| 6 | S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge S.I N0-273 SOR-2022 |
| 7 | RCC work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc S.I.No. 283A) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars |
| 9 | S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge ( As per PWD SOR 2020 RMR) |
| 10 | Supply of screening material etc all complete |
| 11 | Consolidation stone aggregates of 45-63mm/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 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. |
| 12 | Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes 503 RMR |
| 13 | Providing and laying dense graded bituminous macdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07- 12 for proper completion of work as per direction of engineer-in- cgarge including all labour,T&P,taxes , labour cess etc. complete. |
| 14 | Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes 503 RMR |
| 15 | Providing and laying bituminous concrete with HMP. crushed aggregate from approved quarry of specified grading premixed with bituminous binder(VG-40)@5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrestatic paver finisher to the required grade,level alignment,rolling with smooth wheeled vibratory and tandern rollers to achieve the desired compaction. |
| 16 | P/L of hot applied thermoplastic compund 2.5 mm thick including reflectorising glass leads @ 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 freestreaks and holes. |
| 17 | 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 Acrylonitrite Butadien Styrene ( ABS ) Suggestivor Any other suitable material approved by the Engineer . The Marker shall 8 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 & amp ; 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 moved . The contractor shall submit a two year warranty for field performance including stipulated retro - reflectance of the ang 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 & amp ; P , transportation ,installation and incidentals all complete as per direction of the Engineer - in - Charge |
| 18 | Supply & laying 80mm thick precase cement concrete i-sape interlocking paver block (Grey color) with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacture from rubber moulds through vibro-compression mechanism, the compressive strength of concrete paver block shall not be less than 30mpa (M-30) and weight 5kg. per no. confirming to IS:15658-2006 including cost of material, labour,t&P etc. required for proper completion of the work as directed by Engineer-in-charge RMR |
| 19 | M-150 Brick work in 1:4 one cement and four course sand mortar in foundation and plinth Including suppy of all material labour,T&P etc required for proper completion of the work S.I No 305(a) SOR-2022 |
| 20 | Providing and placing in position 100 thick factory made machine batched & machine mixed precast RCC rectangular cover on drains of foothpath etc all complete |
| 21 | P.c.c in 1:2:4 with 2 cm gauge stone grit of instead of 4 cm gauge stone ballast etc all complete. |
| 22 | S/F Sign Board |
| 23 | GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 26, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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