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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 Cr+₹1.9 L (1.09%)Rejected-Finance | ₹1.8 Cr+₹1.9 L (1.09%) | L2 | Rejected-Finance L2 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
7 Apr 2026, 4:00 pmClosed
SE RED Meerut
SE RED Meerut
Construction of SP Traffic Residence and Camp Office for Commissioner of Police Head Quarter at Dist- Gautam Buddh Nagar
2026_REDUP_1132591_3
1618/RED/2025-26/Dt-27.02.2026
Open Tender
Civil Works
Percentage
365 days
EE RED GBN
Civil work
2 documents required · 2 mandatory
₹2,714
₹3.6 L
SE RED Meerut
1 Jun 2026
2 Apr 2026
8 Apr 2026
2 Apr 2026
7 Apr 2026
2 Apr 2026
2 Apr 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 | Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared DSR NO. 2.31 | - | SQM | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.All kinds of soil DSR NO. 2.6.1 | - | Cu.M | - | - |
| 3 | Excavating, supplying and filling of local earth (including royalty) by \ mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR NO. 2.25a | - | Cu.M | - | - |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR NO. 4.1.8 | - | Cu.M | - | - |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR NO. 2.27 | - | Cum | - | - |
| 6 | Proving & injecting chamical emulsion for preconstructional anti-termite treatment and creating a chemical barrier under & alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall & floor along the external perimeter of building expansion joints surrounding of pipes & coduits etc.complete plinth area of the building at ground floor only shall be measured as per I.S.63/3( part II 1981 ) Aldrine emlsifiable concentrate or any other approved material such as Htrachlore or Chlordance will be used . The rate of application of chemical emulsion shall be as follows: SOR Meerut 19.04 New Item
(I) Treatment for masonary & foundation 5litres/ sqm.
(II) Back fill in immediate contract with foundation 7.5 litres / sqm.
(III) Treatment of top surface of plinth filling 5 litres/sqm .
(IV) Treatment of junction of wall and floor 7.5litres/sqm.
(V) Treatment of soil along external perimeter of building 7.50 litres/sqm.
(VI) Treatment of soil under Apron along external perimeter 5litres/sqm | - | Sqm | - | - |
| 7 | 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-des
Upto plinth, level Concrete of M25 grade with minimum cement content of 330 kg/cum DSR 5.33.1.1ign the mix
or bear the cost of extra cement.DSR 5.33
Upto plinth, level Concrete of M25 grade with minimum cement content of 330 kg/cum DSR 5.33.1.1 | - | Cu.M | - | - |
| 8 | Above plinth lvl upto floor Vl, Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.2.1 | - | Cu.M | - | - |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.1.2 | - | Cum | - | - |
| 10 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) DSR 4.10 | - | SQM | - | - |
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