Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -3.02% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹2.2 L (1.56%)Admitted-Finance E 13 NIRBHAY NAGAR GALLANA ROAD AGRA | AGRA | -1.51% | ₹1.4 Cr+₹2.2 L (1.56%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹4.4 L (3.10%)Admitted-Finance FRIENDS COLONY ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | -0.01% | ₹1.5 Cr+₹4.4 L (3.10%) | L3 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
24 Jul 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and fixing of Precast of RCC slabs over RCC drain (Balance part) along 60m wide road from Hanuman Mandir to Rise Police Chowki Sector-1, Greater Noida.
2026_GNIDA_1168592_3
SM/(E-TENDER CELL)/2026/774 DATED-09.07.2026
Open Tender
Civil Works
Percentage
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,640
₹2.9 L
16 Sept 2026
14 Jul 2026
27 Jul 2026
14 Jul 2026
24 Jul 2026
14 Jul 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 |
|---|---|---|---|---|---|
| 1Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). (DSR-18/26.73) | |||||
| 1.02 | 150 mm thick hollow core slab (DSR-18/26.73.1.3) | - | Metre | 1 | - |
| 2 | Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge. (DSR-18/26.75) | - | Kg | 1 | - |
| 3Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. (DSR-18/26.76) | |||||
| 3.01 | Lead within 15km (DSR-18/26.76.1) | 1 | Metre | - | - |
| 4Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. (DSR-18/26.77) | |||||
| 4.01 | Prestressed hollow core Slab up to 200 mm thickness (DSR-18/26.77.1) | 1 | Sqm | - | - |
| 5 | M-150 brick work in 1:4 cement & coarse sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/305(A)) | 1 | Cum | - | - |
| 6Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work | |||||
| 6.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 5.37 MB
Tendernotice_2.pdf
PDF • 0.20 MB
BOQ_2192115.xls
BOQ • 0.25 MB
PreQ_RCCslab_Sector_1.pdf
Tender Documents • 0.90 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .