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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Paper is complete. |
| 2 | Accepted-Technical | Accepted-Technical Paper is complete. |
| 3 | Accepted-Technical CHANDRA LOK COLONY WARD NO 1 NAVALPURA KHURJA BULANDSHAHR | HATHRAS | UTTAR PRADESH | 203001 | Accepted-Technical Paper is complete. |
| 4 | Accepted-Technical | Accepted-Technical Paper is complete. |
Tender Value
₹15.1 L
EMD Value
₹1.5 L
Closing Date
8 Apr 2026, 5:00 pmClosed
Executive Officer
Nagar palika parishad khurja
Ward No 15 Mohalla Chochanda mai Boroli Road Mandir se Raju vakil ke Makan tak rabarmold interloking tiles dwara Sadak ka Nirman Karya.
2026_DOLBU_1129890_1
1707 date 24-03-2026 work-24
Open Tender
Civil Works
90 days
Nagar palika parishad khurja
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,785
Executive Officer
₹1.5 L
15 May 2026
25 Mar 2026
9 Apr 2026
25 Mar 2026
8 Apr 2026
25 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Sub head & detail of work | ||||||
| 1.02 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. Including Royallity Si No. 253 (a). from 5 K M cartage Including Compaction S.I NO-253(A) ,260(a),261(b),261(c) | - | m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ) | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | SUPPY & LAYING OF 22.4 to 53 mm Stone ballast mixed with stone dust Consolidated coat is 10 cm as per P.W.D SpecificationB6:B11B6:B13 | - | m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ) | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | SUPPY & LAYING OF 45 to 63 mm Stone ballast mixed with stone dust Consolidated coat is 10 cm as per P.W.D SpecificationB6:B11B6:B13 | - | m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ) | - | - | - |
| 1.05 | M-150 BRICK WORK IN 1:4 ONE CEMENT & FOUR COARSE SAND OF 2.20 F.M. MORTAR.S.I. 305(A) | - | m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ) | - | - | BI01010001010000000000000515BI0100001116 |
| 1.06 | 12 mm Thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. Including supply of all materials labour, tools and plants etc. required for proper completion of the work. S.I No.582. | - | m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ) | - | - | BI01010001010000000000000515BI0100001117 |
| 2Supply and fixing of 80 mm thick Precast cement concerete I-Shape' Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resistant; manufacture from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) and weight 5kg per No. confirming to IS: 15658-2006 including cost of material, labour , T & P etc reqired for proper completion of the work as directed by Engineer-in charge. but excluding interlocking cement tiles with the cost of tiles including supply & spreading of sand to required template as necessary required for proper completion of work. GRAY 80% | ||||||
| 3COLOUR 20% | ||||||
| 4P.C.C. 1:2:4 with 2 cm gauge stone grit instead of 4 cm. gauge stone ballast .S.I.No.279(a). | ||||||
| 5R.C.C. 1 : 1.5 : 3 with 2 cm gauge stone grit i/c all complete .S.I.No.283a | ||||||
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