Loading
Loading…
Loading…
Tender Value
₹5.8 Cr
EMD Value
₹11.5 L
Closing Date
9 Sept 2026, 5:00 pm
SM_TENDER CELL
GNIDA OFFICE
Resurfacing and Strengthening of Bituminous and CC road and widening with Interlocking tiles both side along Powari to Dankaur link road via Atai Muradpur, Amarpur and Nanwa Ka Rajpur, Greater Noida.
2026_GNIDA_1179266_15
SM/(E-TENDER CELL)/2026/800 DATED-22.08.2026
Open Tender
Civil Works
Percentage
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹11.5 L
27 Aug 2026
27 Aug 2026
11 Sept 2026
27 Aug 2026
9 Sept 2026
27 Aug 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) | |||||
| 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-2023/6.1.1) | 1 | Cum | 1 | ₹1 |
| 3Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) | |||||
| 4Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. | |||||
| 4.02 | All works upto plinth level : Concrete of M25 grade with minimum cement content of 300 kg /cum (DSR-2023/4.20.1.4) | - | Cum | - | - |
| 5 | Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking concerete paver blocks, smooth high laoss finish, skid resistant; manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5kg per No. confirming to IS: 15658-2006. : Gray Base (SOR-2025/ChNo-2/4(a)) | 0.87 | Nos | 1 | ₹0.87 |
| 6Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/Ch No-5/5.07) | |||||
| 7 | Providing and applying tack coat with bitumen grade VG-10 using emulsion pressure distributor at the rate of 0.25 kg per Sqm on the prepared bituminous surface cleaned with mechnical broom. (MORTH-503(II)/502) | 1 | Sqm | - | - |
| 8Providing 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 MoRT&H specification clause No. 505 complete in all respects. | |||||
| 8.01 | 50mm compacted thickness with bitumen VG-30 [email protected] by Weight of total mix | - | Cum | - | - |
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 • 4.68 MB
PreQ_Resu_Nanwa_Ka_rajpur.pdf
Tender Documents • 0.92 MB
BOQ_2217362.xls
BOQ • 0.25 MB
8003.pdf
Additional Documents • 0.40 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 [email protected].