Loading…
Loading…
Tender Value
₹35.0 L
EMD Value
₹70,100
Closing Date
2 Sept 2026, 3:00 pm
Executive Engineer
Room No 22, Dr B R Ambedkar University Delhi, Lothian Road, Kashmere Gate Delhi -110006
Construction of Internal Roads at Karampura Campus of Dr B.R Ambedkar University Delhi
2026_AUD_297221_1
NIT/01/EE/EMU/AUD/2026-27
Open Tender
Civil Works
Item Rate
45 days
DR B R Ambedkar University Delhi, KP Campus
As per NIT
11 documents required · 11 mandatory
₹590
Registrar DR B R Ambedkar University Delhi
₹70,100
DR B R Ambedkar University Delhi, KG Campus
19 Aug 2026
19 Aug 2026
2 Sept 2026
19 Aug 2026
2 Sept 2026
19 Aug 2026
19 Aug 2026 - 2 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Work: | |||||
| 1.01 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately) | - | Cum | 1.25 | - |
| 1.02 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | Rmt | - | - |
| 1.03 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) | - | Rmt | 73.9 | - |
| 1.04 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | - | Cum | 53 | - |
| 1.05 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.: Hot rolled deformed bars | - | Kg | 10 | - |
| 1.06 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | - | Sqm | 10 | - |
| 1.07 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Cost for one cm. depth one cm. width
per metre length | - | per cm. depth per cm. width per metre length | 10 | - |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 10 | - |
| 1.09 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. : All works upto plinth level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | - | Cum | 10 | - |
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 • 1.11 MB
BOQ_395931.xls
BOQ • 0.28 MB
tenderkpcroad.pdf
Tender Documents • 2.24 MB
tenderupload_BOQKPR.xls
Additional Documents • 0.28 MB
tenderupload_boqPDF.pdf
Additional Documents • 0.39 MB
tenderupload_nitkpcroad.pdf
Additional Documents • 1.09 MB
tenderupload_tenderkpcroad.pdf
Additional Documents • 2.24 MB
Corrigendum1kpcroad.pdf
PDF • 0.39 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].