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Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
10 Jun 2026, 5:00 pm5d left
SM_TENDER CELL
GNIDA OFFICE
Providing and laying RCC Precast drain cover in Sector KP-3, Greater Noida.
2026_GNIDA_1156053_14
SM/(E-TENDER CELL)/2026/755 DATED-27.05.2026
Open Tender
Civil Works
90 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,270
₹2.2 L
1 Jun 2026
1 Jun 2026
12 Jun 2026
1 Jun 2026
10 Jun 2026
1 Jun 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 | 100 mm thick hollow core slab (DSR-18/26.73.1.1) | - | Mtr | - | - |
| 2Extra for using M-50 (Cement content 425 kg) instead of M-40 (DSR-18/26.73.2) | |||||
| 2.01 | 100mm thick hollow core slab (DSR-18/26.73.2.1) | - | Mtr | - | - |
| 3Providing & 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) | |||||
| 4Transportation 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) | |||||
| 4.01 | Lead within 15km (DSR-18/26.76.1) | - | MT | - | - |
| 5Erection & 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) | |||||
| 5.01 | Prestressed hollow core Slab up to 200 mm thickness (DSR-18/26.77.1) | 1 | Sqm | 1 | ₹1 |
| 6 | 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-18/15.3) | 1 | Cum | - | - |
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PreQ_RCC_Sector_KP_3.pdf
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BOQ • 0.23 MB
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