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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.2 CrRejected-Finance | ₹1.2 Cr | L2 | Rejected-Finance NON RESPONSIVE |
| 3 | L3₹1.2 CrRejected-Finance | ₹1.2 Cr | L3 | Rejected-Finance NON RESPONSIVE |
| 4 | L4₹1.2 CrRejected-Finance | ₹1.2 Cr | L4 | Rejected-Finance NON RESPONSIVE |
| 5 | L5₹1.3 CrRejected-Finance GRAM AND POST FAZALPUR DHAKI DISTRICT BIJNOR UTTAR PRADESH | BIJNOR | BIJNOR | UTTAR PRADESH | ₹1.3 Cr | L5 | Rejected-Finance NON RESPONSIVE |
Tender Value
₹1.7 Cr
EMD Value
₹10.6 L
Closing Date
2 Apr 2026, 12:00 pmClosed
SE, MORADABAD CIRCLE PWD MORADABAD
SE, MORADABAD CIRCLE PWD MORADABAD
Construction of Court and Offices of ADM(J) and ASDM Amroha in Collectrate Campus Amroha
2026_CEMBD_1130763_1
1448/Nivida-Moradabad/25-26 Dated 26-02-2026
Open Tender
Civil Works - Buildings
365 days
EXECUTIVE ENGINEER PD PWD AMROHA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹10.6 L
Yes
SE, MORADABAD CIRCLE PWD MORADABAD
15 May 2026
26 Mar 2026
2 Apr 2026
26 Mar 2026
2 Apr 2026
26 Mar 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 2Earth 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 lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil (up to 1.5 m depth) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. | |||||
| 3Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. | |||||
| 4Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. | |||||
| 5Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. | |||||
| 6Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. (R.C.C. work Upto Plinth Lvl.) R.C.C.work in Raft and Beam Projection, R.C.C.work in Plinth beam and R.C.C.work in Column including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. | |||||
| 7Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. (R.C.C. work in Lintel First Floor) (R.C.C. work in Slab Ground and Floor), (R.C.C. work in Beam First Floor) and (R.C.C. work in Column First Floor) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. | |||||
| 8M-150 brick work in 1:4 (one cement and four coarse sand sand of 1.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. | |||||
| 9Brick work in super-structure above plinth level up to floor five level (up to five storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:4 cement & coarse sand). First Floor including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. | |||||
| 10Same as above item but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. First Floor including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. | |||||
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