Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹80.6 LAdmitted-Finance H NO 458 10 RAM NAGAR ROORKEE 247667 U K | HARIDWAR | UTTARAKHAND | 247667 | -31.99% | ₹80.6 L | L1 | Admitted-Finance |
| 2 | L2₹91.3 L+₹10.7 L (13.2%)Admitted-Finance | -22.99% | ₹91.3 L+₹10.7 L (13.2%) | L2 | Admitted-Finance |
| 3 | L3₹99.6 L+₹19.0 L (23.5%)Admitted-Finance | -15.99% | ₹99.6 L+₹19.0 L (23.5%) | L3 | Admitted-Finance |
| 4 | L4₹1.1 Cr+₹27.4 L (34.0%)Admitted-Finance | -8.90% | ₹1.1 Cr+₹27.4 L (34.0%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
24 Jul 2026, 3:00 pmClosed
EE,NPD-4,DDA
EE,NPD-4,DDA
Repair of Deep Drain starting from NH-44 to SRHC Hosptial traffic light at UER-1.
2026_DDA_917822_1
24/EE/NPD-4/DDA/2026-27
Open Tender
Civil Works
Works
90 days
NARELA
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹2.4 L
22 Aug 2026
17 Jul 2026
25 Jul 2026
17 Jul 2026
24 Jul 2026
17 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 |
|---|---|---|---|---|---|
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | - | Cum | 2,060.2 | - |
| 2 | 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. | - | Cum | 3,551.25 | - |
| 3 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | - | Sqm | 54.65 | - |
| 4 | Brick work with non modular old fly ash bricks with average compressive strength in foundation and plinth level (old bricks shall be supplied by the departemt to the contractor at free of cost) :
a) Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | 4,050.7 | - |
| 5 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 7.5 average compressive strength in foundation and plinth level.
a) Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | 7,187.6 | - |
| 6 | 12 mm cement plaster of mix :
a) 1:4 (1 cement: 4 coarse sand) | - | Sqm | 357.35 | - |
| 7 | Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from
natural sources : 4 graded stone aggregate 20 mm nominal
size derived from natural sources) | - | Cum | 7,878.5 | - |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum | - | Cum | 9,504.75 | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, lacing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or
more. | - | Kg | 107.85 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for
A) Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | - | Sqm | 1,028.4 | - |
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 • 2.98 MB
NIT24.pdf
Tender Documents • 2.92 MB
BOQ_964542.xls
BOQ • 0.30 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 .