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Tender Value
Refer Docs
EMD Value
₹41,220
Closing Date
10 Jul 2026, 5:00 pm
Similar tender results from the same govt authority in the past 3 years.
EO NAGAR PANCHAYAT RABUPURA
EO NAGAR PANCHAYAT RABUPURA
NAGAR PANCHAYAT RABUPURA MAI MOHALLA PHOOL VIHAR MAI VINOD KE MAKAN SE JABBAR KE MAKAN TK INTERLOCKING TILES DVARA SADAK NIRMAN KARYA
2026_DOLBU_1161455_1
267 /NPR/2026-27 DATE- 17-06-2026
Open Tender
Civil Works
RABUPURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,478
NAGAR PANCHAYAT RABUPURA
₹41,220
19 Jun 2026
19 Jun 2026
11 Jul 2026
19 Jun 2026
10 Jul 2026
19 Jun 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 |
|---|---|---|---|---|---|---|
| 1 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materiaals as directed by the engineer in charge whithin a distance of 60 meter (200 feet)si no 697 | - | Nos | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Earth work in cutting or 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 i/c ramming and dressing the surface to required levels and slopes and also i/c 1.50M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 M distance as directed by Engineer in charge including cartage of earth fly ash when added to schedule item No.253 upto 5 km form site complete in all respect as per SINO. 253 + 231(a)+261(b) | - | Nos | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | M -150 Brick Work with 1:4 (one cement & four coarse sand mortar in foundation and plinth including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No 305 (a). | - | Nos | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | 11 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, T & P etc. required for proper completion of the work as per S.I. No.584(a). | - | Nos | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Cement concrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No. 279(a). | - | Nos | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Construction of Granular Sub Base providing well graded Mterial spreading in uniform layer with tractor mount grader on prepared surface mixing by mixing in place method with Rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density including cost of all material labour t&p including all tax royalty labour cess complite as per mort clause (ar) | - | Nos | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Supply of 80 mm thick Precast cement concrate I shaped interlocking paver blocks ISI mark confirming to IS:15658-2000 with top Layer of minimum 5 mm thickness having plan dimension 200 x (160+120 mm) of O.P cement , smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strenth of concrate paver block shall not be less then 40 MPa & weight 4.50 kg per including cost of material, with a blanket Layer 4.00 cm.thick fine sand . including labour,T&P etc.required for proper complition of the work as directed by Engineer-in-charge.item no-14 and page no-49 colour tiles | - | Nos | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Supply of 80 mm thick Precast cement concrate I shaped interlocking paver blocks ISI mark confirming to IS:15658-2000 with top Layer of minimum 5 mm thickness having plan dimension 200 x (160+120 mm) of O.P cement , smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strenth of concrate paver block shall not be less then 40 MPa & weight 4.50 kg per including cost of material, with a blanket Layer 4.00 cm.thick fine sand . including labour,T&P etc.required for proper complition of the work as directed by Engineer-in-charge.item no-14 and page no-49 grey tiles | - | Nos | - | - | BI01010001010000000000000515BI0100001120 |
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