Technical Exhibit D.xlsx
XLSX spreadsheet 47 KB Posted
- Solicitation number
- W912PF25QA054
About this file
Technical Exhibit D is a detailed pricing schedule for a consolidated operation and maintenance services contract for U.S. Army Garrison-Italy (USAG-Italy), solicitation number W912PF25QA054. The document outlines a comprehensive multi-year contract with a base year and four option years, covering various maintenance and operational services at two primary locations: Ederle and Del Din. The pricing matrix includes specific line items for services such as grease trap maintenance, lift pumping stations, septic tank services, drainage line cleaning, water testing, and infrastructure inspection across multiple facility types.
The total contract value for each year is approximately €327,300 (or $381,157), with consistent pricing structures across base and option years. Services are meticulously detailed, referencing specific annexes and paragraphs from the Performance Work Statement (PWS), and include quantitative requirements for each service type. The contract is issued by the Department of the Army Materiel Command's Army Contracting Command, targeting comprehensive maintenance and operational support for U.S. military infrastructure in Italy. Pricing is provided in both Euros and U.S. dollars, with unit prices varying slightly between years but maintaining a consistent overall contract value.
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Technical Exhibit D
| C onsolidated Operation & Maintenance Services for USAG-Italy | ||||||||||||||||
| DESCRIPTION | Q.TY | Q.TY | UNIT | UNIT PRICE (EUR) | TOTAL AMT (EUR) | TOTAL AMT ($) | Q.TY | UNIT | UNIT PRICE (EUR) | TOTAL AMT (EUR) | TOTAL AMT ($) | QTY | UNIT | UNIT PRICE (EUR) | TOTAL AMT (EUR) | |
| BASE YEAR | ||||||||||||||||
| 1 | EDERLE TYPE A Grease Traps as per Annex 1 and Para 5.2.1.1.1 of PWS | 24 | 24 | Each | € 800.00 | € 19,200.00 | $22,359.38 | 24 | Each | € 700.00 | € 16,800.00 | $19,564.46 | 24 | Each | € - 0 | |
| 2 | EDERLE TYPE B Grease Traps as per Annex 2 and Para 5.2.1.1.2 of PWS | 6 | 6 | Each | € 580.00 | € 3,480.00 | $4,052.64 | 6 | Each | € 610.00 | € 3,660.00 | $4,262.26 | 6 | Each | € - 0 | |
| 3 | EDERLE TYPE C Lift pumping stations/septic tank as per Annex 6 and Para 5.2.1.4.1 of PWS | 2 | 2 | Each | € 685.00 | € 1,370.00 | $1,595.43 | 2 | Each | € 670.00 | € 1,340.00 | $1,560.50 | 2 | Each | € - 0 | |
| 4 | EDERLE TYPE D Lift pumping stations/septic tank as per Annex 7 and Para 5.2.1.4.2 of PWS | 2 | 2 | Each | € 580.00 | € 1,160.00 | $1,350.88 | 2 | Each | € 600.00 | € 1,200.00 | $1,397.46 | 2 | Each | € - 0 | |
| 5 | EDERLE TYPE D1 Lift pumping stations/septic tank as per Annex 8 and Para 5.2.1.4.3 of PWS | 4 | -2 | 4 | Each | € - 0 | ||||||||||
| 6 | EDERLE TYPE E Septic tank as per Annex 12 and Para 5.2.1.8 of PWS | 1 | 1 | Each | € 730.00 | € 730.00 | $850.12 | 1 | Each | € 700.00 | € 700.00 | $815.19 | 1 | Each | € - 0 | |
| 7 | EDERLE TYPE E Septic tank as per Annex 13 and Para 5.2.1.8.1 of PWS | 2 | Each | € - 0 | ||||||||||||
| 8 | EDERLE TYPE E Septic tank as per Annex 14 and Para 5.2.1.8.2 of PWS | 1 | Each | € - 0 | ||||||||||||
| 9 | EDERLE TYPE E Septic tank as per Annex 15 and Para 5.2.1.8.3 of PWS | 2 | Each | € - 0 | ||||||||||||
| 10 | EDERLE TYPE F Blow-down tank as per Annex 11 and Para 5.2.1.6.1 of PWS | 2 | 2 | Each | € 1,310.00 | € 2,620.00 | $3,051.12 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € - 0 | |
| 11 | EDERLE TYPE G Flushing of sewer line as per Para 5.2.1.7.1 of PWS | 12 | 12 | Each | € 260.00 | € 3,120.00 | $3,633.40 | 12 | Each | € 290.00 | € 3,480.00 | $4,052.64 | 12 | Each | € - 0 | |
| 12 | EDERLE TYPE I Heating trench sump pumps as per Annex 4 and Para5.2.1.9.1 of PWS | 2 | 2 | Each | € 1,100.00 | € 2,200.00 | $2,562.01 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € - 0 | |
| 13 | VILLAGGIO CDC TYPE L Grease Interceptors as per Annex 3 and Para 5.2.1.2.1 of PWS | 2 | 2 | Each | € 840.00 | € 1,680.00 | $1,956.45 | 2 | Each | € 930.00 | € 1,860.00 | $2,166.06 | 2 | Each | € - 0 | |
| 14 | EDERLE#4 DISOLEATORE (DSL) OWS as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,930.00 | € 3,860.00 | $4,495.17 | 2 | Each | € 1,890.88 | € 3,781.76 | $4,404.05 | 2 | Each | € - 0 | |
| 15 | EDERLE#1 DD-1000-1S Mod. 3036 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 560.00 | € 1,120.00 | $1,304.30 | 2 | Each | € 551.50 | € 1,103.00 | $1,284.50 | 2 | Each | € - 0 | |
| 16 | EDERLE#1 SAGIDEP ser VPP Mod. VPP25 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,024.21 | € 2,048.42 | $2,385.49 | 2 | Each | € - 0 | |
| 17 | EDERLE#3 PASSAVANT COALISATOR CRB NG as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,890.00 | € 3,780.00 | $4,402.00 | 2 | Each | € 1,840.23 | € 3,680.46 | $4,286.08 | 2 | Each | € - 0 | |
| 18 | EDERLE#6 PASSAVANT COALISATOR-E NG 10 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,200.00 | € 8,400.00 | $9,782.23 | 2 | Each | € 4,389.54 | € 8,779.08 | $10,223.69 | 2 | Each | € - 0 | |
| 19 | EDERLE#7 PASSAVANT COALISATOR -E NG 20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,650.00 | € 9,300.00 | $10,830.32 | 2 | Each | € 4,884.67 | € 9,769.34 | $11,376.90 | 2 | Each | € - 0 | |
| 20 | EDERLE#1 PASSAVANT ADSORPATOR-E KG6 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € 1,288.71 | € 2,577.42 | $3,001.54 | 2 | Each | € - 0 | |
| 21 | EDERLE#2 PASSAVANT ADSORPATOR -CR KG20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 3,450.00 | € 6,900.00 | $8,035.40 | 2 | Each | € 3,432.81 | € 6,865.62 | $7,995.37 | 2 | Each | € - 0 | |
| 22 | EDERLE#4 PASSAVANT COALISATOR-CRB NG30 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 5,950.00 | € 11,900.00 | $13,858.16 | 2 | Each | € 6,080.76 | € 12,161.52 | $14,162.71 | 2 | Each | € - 0 | |
| 23 | EDERLE 1800 MC Cleaning of manholes as per Annex 13,14,15 and Para 5.2.2.1 of PWS | 2 | 2 | Each | € 12,250.00 | € 24,500.00 | $28,531.50 | 2 | Each | € 12,168.00 | € 24,336.00 | $28,340.51 | 2 | Each | € - 0 | |
| 24 | EDERLE 2800MT Cleaning of drainage lines as per Annex 16,17,18,19 and Para 5.2.2 .2 of PWS | 2 | 2 | Each | € 7,950.00 | € 15,900.00 | $18,516.36 | 2 | Each | € 8,204.00 | € 16,408.00 | $19,107.95 | 2 | Each | € - 0 | |
| 25 | EDERLE#4 Sand collector near ecobox as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 2,250.00 | € 4,500.00 | $5,240.48 | 2 | Each | € 2,206.00 | € 4,412.00 | $5,138.00 | 2 | Each | € - 0 | |
| 26 | EDERLE#6 solid sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,890.00 | € 9,780.00 | $11,389.31 | 2 | Each | € 4,895.94 | € 9,791.88 | $11,403.14 | 2 | Each | € - 0 | |
| 27 | EDERLE#1 sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,029.84 | € 2,059.68 | $2,398.60 | 2 | Each | € - 0 | |
| 28 | EDERLE Inspection and maintenance of water depuration system as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 1,850.00 | € 3,700.00 | $4,308.84 | 2 | Each | € 1,750.00 | € 3,500.00 | $4,075.93 | 2 | Each | € - 0 | |
| 29 | EDERLE 211 WR Cleaning central and lateral darinage channel with sand disposal Annex 25 Para 5.2.4.1.1.2 of PWS | 2 | 2 | 2 | Each | € - 0 | ||||||||||
| 30 | EDERLE # 44C 44H Ceaning 2 pits manual car was Annex 27 Para 5.2.4.1.3 | 1 | Each | € - 0 | ||||||||||||
| 31 | EDERLE Water testing and parameters inspection as per Annex 7 and Para 5.2.4.3 of PWS | 2 | 2 | Each | € 700.00 | € 1,400.00 | $1,630.37 | 2 | Each | € 650.00 | € 1,300.00 | $1,513.92 | 2 | Each | € - 0 | |
| GR TOTAL CLIN 0001 (EDERLE) | € 62,525.00 | € 146,840.00 | $171,002.68 | € 145,954.18 | $169,971.10 | € - 0 | ||||||||||
| 32 | DEL DIN TYPE M Grease interceptors as per Annex 4 and Para 5.2.1.3.1 of PWS | 24 | 24 | Each | € 810.00 | € 19,440.00 | $22,638.87 | 24 | Each | € 830.00 | € 19,920.00 | $23,197.86 | 24 | Each | € - 0 | |
| 33 | DEL DIN TYPE N Lift pumping stations as per Annex 9 and Para 5.2.1.5.1 of PWS | 2 | 2 | Each | € 3,950.00 | € 7,900.00 | $9,199.95 | 2 | Each | € 4,060.00 | € 8,120.00 | $9,456.15 | 2 | Each | € - 0 | |
| 34 | DEL DIN TYPE N1 Lift pumping stations as per Annex 10 and Para 5.2.1.5.2 of PWS | 4 | 4 | Each | 4 | Each | € - 0 | |||||||||
| 35 | DEL DIN DWR01 Cleaning central darinage channel and underground tank with sand disposal Annex 26 | 2 | 2 | Each | € - 0 | |||||||||||
| 36 | DEL DIN Bldg IT212.55 External undergrround CEP Tank Annex 11A Para 5.2.1.6.2 | 1 | 1 | Each | € - 0 | |||||||||||
| 37 | DEL DIN #5 GAZEBO-DEC 1600 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,285.45 | € 18,570.90 | $21,626.76 | 2 | Each | € - 0 | |
| 38 | DEL DIN #19 GAZEBO-DEO C 1200 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 21,150.00 | € 42,300.00 | $49,260.51 | 2 | Each | € 21,384.69 | € 42,769.38 | $49,807.13 | 2 | Each | € - 0 | |
| 39 | DEL DIN rain tanks in VRC as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 11,110.00 | € 22,220.00 | $25,876.32 | 2 | Each | € 11,255.05 | € 22,510.10 | $26,214.16 | 2 | Each | € - 0 | |
| 40 | DEL DIN rain tanks in Polyethilene as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,004.08 | € 18,008.16 | $20,971.42 | 2 | Each | € - 0 | |
| 41 | DEL DIN 580 cubic meter Disposal of waste rain water as per Para 5.2.2.4.1 of PWS | 2 | 2 | Each | € 16,250.00 | € 32,500.00 | $37,847.91 | 2 | Each | € 16,321.20 | € 32,642.40 | $38,013.74 | 2 | Each | € - 0 | |
| 42 | DEL DIN Cleaning and inspection of lift stations Annex 23 as per Para 5.2.3.1 of PWS | 3 | 3 | Each | € 6,500.00 | € 19,500.00 | $22,708.75 | 3 | Each | € 6,415.38 | € 19,246.14 | $22,413.11 | 3 | Each | € - 0 | |
| GR. TOTAL CLIN 0002 (Del Din) | € 180,460.00 | $210,154.89 | € 181,787.08 | $211,700.34 | € - 0 |
| GRAND TOTAL BASE YEAR | € 327,300.00 | $381,157.56 | € 327,741.26 | $381,671.43 | € - 0 | ||||||||||
| OPTION YEAR ONE | |||||||||||||||
| 43 | EDERLE TYPE A Grease Traps as per Annex 1 and Para 5.2.1.1.1 of PWS | 24 | 24 | Each | € 800.00 | € 19,200.00 | $22,359.38 | 24 | Each | € 700.00 | € 16,800.00 | $19,564.46 | 24 | Each | € - 0 |
| 44 | EDERLE TYPE B Grease Traps as per Annex 2 and Para 5.2.1.1.2 of PWS | 6 | 6 | Each | € 580.00 | € 3,480.00 | $4,052.64 | 6 | Each | € 610.00 | € 3,660.00 | $4,262.26 | 6 | Each | € - 0 |
| 45 | EDERLE TYPE C Lift pumping stations/septic tank as per Annex 6 and Para 5.2.1.4.1 of PWS | 2 | 2 | Each | € 685.00 | € 1,370.00 | $1,595.43 | 2 | Each | € 670.00 | € 1,340.00 | $1,560.50 | 2 | Each | € - 0 |
| 46 | EDERLE TYPE D Lift pumping stations/septic tank as per Annex 7 and Para 5.2.1.4.2 of PWS | 2 | 2 | Each | € 580.00 | € 1,160.00 | $1,350.88 | 2 | Each | € 600.00 | € 1,200.00 | $1,397.46 | 2 | Each | € - 0 |
| 47 | EDERLE TYPE D1 Lift pumping stations/septic tank as per Annex 8 and Para 5.2.1.4.3 of PWS | 4 | -2 | 4 | Each | € - 0 | |||||||||
| 48 | EDERLE TYPE E Septic tank as per Annex 12 and Para 5.2.1.8 of PWS | 1 | 1 | Each | € 730.00 | € 730.00 | $850.12 | 1 | Each | € 700.00 | € 700.00 | $815.19 | 1 | Each | € - 0 |
| 49 | EDERLE TYPE E Septic tank as per Annex 13 and Para 5.2.1.8.1 of PWS | 2 | Each | € - 0 | |||||||||||
| 50 | EDERLE TYPE E Septic tank as per Annex 14 and Para 5.2.1.8.2 of PWS | 1 | Each | € - 0 | |||||||||||
| 51 | EDERLE TYPE E Septic tank as per Annex 15 and Para 5.2.1.8.3 of PWS | 2 | Each | € - 0 | |||||||||||
| 52 | EDERLE TYPE F Blow-down tank as per Annex 11 and Para 5.2.1.6.1 of PWS | 2 | 2 | Each | € 1,310.00 | € 2,620.00 | $3,051.12 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € - 0 |
| 53 | EDERLE TYPE G Flushing of sewer line as per Para 5.2.1.7.1 of PWS | 12 | 12 | Each | € 260.00 | € 3,120.00 | $3,633.40 | 12 | Each | € 290.00 | € 3,480.00 | $4,052.64 | 12 | Each | € - 0 |
| 54 | EDERLE TYPE I Heating trench sump pumps as per Annex 4 and Para5.2.1.9.1 of PWS | 2 | 2 | Each | € 1,100.00 | € 2,200.00 | $2,562.01 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € - 0 |
| 55 | VILLAGGIO CDC TYPE L Grease Interceptors as per Annex 3 and Para 5.2.1.2.1 of PWS | 2 | 2 | Each | € 840.00 | € 1,680.00 | $1,956.45 | 2 | Each | € 930.00 | € 1,860.00 | $2,166.06 | 2 | Each | € - 0 |
| 56 | EDERLE#4 DISOLEATORE (DSL) OWS as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,930.00 | € 3,860.00 | $4,495.17 | 2 | Each | € 1,890.88 | € 3,781.76 | $4,404.05 | 2 | Each | € - 0 |
| 57 | EDERLE#1 DD-1000-1S Mod. 3036 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 560.00 | € 1,120.00 | $1,304.30 | 2 | Each | € 551.50 | € 1,103.00 | $1,284.50 | 2 | Each | € - 0 |
| 58 | EDERLE#1 SAGIDEP ser VPP Mod. VPP25 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,024.21 | € 2,048.42 | $2,385.49 | 2 | Each | € - 0 |
| 59 | EDERLE#3 PASSAVANT COALISATOR CRB NG as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,890.00 | € 3,780.00 | $4,402.00 | 2 | Each | € 1,840.23 | € 3,680.46 | $4,286.08 | 2 | Each | € - 0 |
| 60 | EDERLE#6 PASSAVANT COALISATOR-E NG 10 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,200.00 | € 8,400.00 | $9,782.23 | 2 | Each | € 4,389.54 | € 8,779.08 | $10,223.69 | 2 | Each | € - 0 |
| 61 | EDERLE#7 PASSAVANT COALISATOR -E NG 20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,650.00 | € 9,300.00 | $10,830.32 | 2 | Each | € 4,884.67 | € 9,769.34 | $11,376.90 | 2 | Each | € - 0 |
| 62 | EDERLE#1 PASSAVANT ADSORPATOR-E KG6 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € 1,288.71 | € 2,577.42 | $3,001.54 | 2 | Each | € - 0 |
| 63 | EDERLE#2 PASSAVANT ADSORPATOR -CR KG20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 3,450.00 | € 6,900.00 | $8,035.40 | 2 | Each | € 3,432.81 | € 6,865.62 | $7,995.37 | 2 | Each | € - 0 |
| 64 | EDERLE#4 PASSAVANT COALISATOR-CRB NG30 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 5,950.00 | € 11,900.00 | $13,858.16 | 2 | Each | € 6,080.76 | € 12,161.52 | $14,162.71 | 2 | Each | € - 0 |
| 65 | EDERLE 1800 MC Cleaning of manholes as per Annex 13,14,15 and Para 5.2.2.1 of PWS | 2 | 2 | Each | € 12,250.00 | € 24,500.00 | $28,531.50 | 2 | Each | € 12,168.00 | € 24,336.00 | $28,340.51 | 2 | Each | € - 0 |
| 66 | EDERLE 2800MT Cleaning of drainage lines as per Annex 16,17,18,19 and Para 5.2.2 .2 of PWS | 2 | 2 | Each | € 7,950.00 | € 15,900.00 | $18,516.36 | 2 | Each | € 8,204.00 | € 16,408.00 | $19,107.95 | 2 | Each | € - 0 |
| 67 | EDERLE#4 Sand collector near ecobiox as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 2,250.00 | € 4,500.00 | $5,240.48 | 2 | Each | € 2,206.00 | € 4,412.00 | $5,138.00 | 2 | Each | € - 0 |
| 68 | EDERLE#6 solid sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,890.00 | € 9,780.00 | $11,389.31 | 2 | Each | € 4,895.94 | € 9,791.88 | $11,403.14 | 2 | Each | € - 0 |
| 69 | EDERLE#1 sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,029.84 | € 2,059.68 | $2,398.60 | 2 | Each | € - 0 |
| 70 | EDERLE Inspection and maintenance of water depuration system as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 1,850.00 | € 3,700.00 | $4,308.84 | 2 | Each | € 1,750.00 | € 3,500.00 | $4,075.93 | 2 | Each | € - 0 |
| 71 | EDERLE 211 WR Cleaning central and lateral darinage channel with sand disposal Annex 25 Para 5.2.4.1.1.2 of PWS | 2 | 2 | 2 | Each | € - 0 | |||||||||
| 72 | EDERLE # 44C 44H Ceaning 2 pits manual car was Annex 27 Para 5.2.4.1.3 | 1 | Each | € - 0 | |||||||||||
| 73 | EDERLE Water testing and parameters inspection as per Annex 7 and Para 5.2.4.3 of PWS | 2 | 2 | Each | € 700.00 | € 1,400.00 | $1,630.37 | 2 | Each | € 650.00 | € 1,300.00 | $1,513.92 | 2 | Each | € - 0 |
| GR TOTAL CLIN 1001 (EDERLE) | € 62,525.00 | € 146,840.00 | $171,002.68 | € 145,954.18 | $169,971.10 | € - 0 | |||||||||
| 74 | DEL DIN TYPE M Grease interceptors as per Annex 4 and Para 5.2.1.3.1 of PWS | 24 | 24 | Each | € 810.00 | € 19,440.00 | $22,638.87 | 24 | Each | € 830.00 | € 19,920.00 | $23,197.86 | 24 | Each | € - 0 |
| 75 | DEL DIN TYPE N Lift pumping stations as per Annex 9 and Para 5.2.1.5.1 of PWS | 2 | 2 | Each | € 3,950.00 | € 7,900.00 | $9,199.95 | 2 | Each | € 4,060.00 | € 8,120.00 | $9,456.15 | 2 | Each | € - 0 |
| 76 | DEL DIN TYPE N1 Lift pumping stations as per Annex 10 and Para 5.2.1.5.2 of PWS | 4 | 4 | Each | 4 | Each | € - 0 | ||||||||
| 77 | DEL DIN DWR01 Cleaning central darinage channel and underground tank with sand disposal Annex 26 | 2 | 2 | Each | € - 0 | ||||||||||
| 78 | DEL DIN Bldg IT212.55 External undergrround CEP Tank Annex 11A Para 5.2.1.6.2 | 1 | 1 | Each | € - 0 | ||||||||||
| 79 | DEL DIN #5 GAZEBO-DEC 1600 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,285.45 | € 18,570.90 | $21,626.76 | 2 | Each | € - 0 |
| 80 | DEL DIN #19 GAZEBO-DEO C 1200 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 21,150.00 | € 42,300.00 | $49,260.51 | 2 | Each | € 21,384.69 | € 42,769.38 | $49,807.13 | 2 | Each | € - 0 |
| 81 | DEL DIN rain tanks in VRC as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 11,110.00 | € 22,220.00 | $25,876.32 | 2 | Each | € 11,255.05 | € 22,510.10 | $26,214.16 | 2 | Each | € - 0 |
| 82 | DEL DIN rain tanks in Polyethilene as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,004.08 | € 18,008.16 | $20,971.42 | 2 | Each | € - 0 |
| 83 | DEL DIN 580 cubic meter Disposal of waste rain water as per Para 5.2.2.4.1 of PWS | 2 | 2 | Each | € 16,250.00 | € 32,500.00 | $37,847.91 | 2 | Each | € 16,321.20 | € 32,642.40 | $38,013.74 | 2 | Each | € - 0 |
| 84 | DEL DIN Cleaning and inspection of lift stations Annex 23 as per Para 5.2.3.1 of PWS | 3 | 3 | Each | € 6,500.00 | € 19,500.00 | $22,708.75 | 3 | Each | € 6,415.38 | € 19,246.14 | $22,413.11 | 3 | Each | € - 0 |
| GR. TOTAL CLIN 1002 (Del Din) | € 180,460.00 | $210,154.89 | € 181,787.08 | $211,700.34 | € - 0 |
| GRAND TOTAL OPTION YEAR ONE | € 327,300.00 | $381,157.56 | € 327,741.26 | $381,671.43 | € - 0 | ||||||||||
| OPTION YEAR TWO | |||||||||||||||
| 85 | EDERLE TYPE A Grease Traps as per Annex 1 and Para 5.2.1.1.1 of PWS | 24 | 24 | Each | € 800.00 | € 19,200.00 | $22,359.38 | 24 | Each | € 700.00 | € 16,800.00 | $19,564.46 | 24 | Each | € - 0 |
| 86 | EDERLE TYPE B Grease Traps as per Annex 2 and Para 5.2.1.1.2 of PWS | 6 | 6 | Each | € 580.00 | € 3,480.00 | $4,052.64 | 6 | Each | € 610.00 | € 3,660.00 | $4,262.26 | 6 | Each | € - 0 |
| 87 | EDERLE TYPE C Lift pumping stations/septic tank as per Annex 6 and Para 5.2.1.4.1 of PWS | 2 | 2 | Each | € 685.00 | € 1,370.00 | $1,595.43 | 2 | Each | € 670.00 | € 1,340.00 | $1,560.50 | 2 | Each | € - 0 |
| 88 | EDERLE TYPE D Lift pumping stations/septic tank as per Annex 7 and Para 5.2.1.4.2 of PWS | 2 | 2 | Each | € 580.00 | € 1,160.00 | $1,350.88 | 2 | Each | € 600.00 | € 1,200.00 | $1,397.46 | 2 | Each | € - 0 |
| 89 | EDERLE TYPE D1 Lift pumping stations/septic tank as per Annex 8 and Para 5.2.1.4.3 of PWS | 4 | -2 | 4 | Each | € - 0 | |||||||||
| 90 | EDERLE TYPE E Septic tank as per Annex 12 and Para 5.2.1.8 of PWS | 1 | 1 | Each | € 730.00 | € 730.00 | $850.12 | 1 | Each | € 700.00 | € 700.00 | $815.19 | 1 | Each | € - 0 |
| 91 | EDERLE TYPE E Septic tank as per Annex 13 and Para 5.2.1.8.1 of PWS | 2 | Each | € - 0 | |||||||||||
| 92 | EDERLE TYPE E Septic tank as per Annex 14 and Para 5.2.1.8.2 of PWS | 1 | Each | € - 0 | |||||||||||
| 93 | EDERLE TYPE E Septic tank as per Annex 15 and Para 5.2.1.8.3 of PWS | 2 | Each | € - 0 | |||||||||||
| 94 | EDERLE TYPE F Blow-down tank as per Annex 11 and Para 5.2.1.6.1 of PWS | 2 | 2 | Each | € 1,310.00 | € 2,620.00 | $3,051.12 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € - 0 |
| 95 | EDERLE TYPE G Flushing of sewer line as per Para 5.2.1.7.1 of PWS | 12 | 12 | Each | € 260.00 | € 3,120.00 | $3,633.40 | 12 | Each | € 290.00 | € 3,480.00 | $4,052.64 | 12 | Each | € - 0 |
| 96 | EDERLE TYPE I Heating trench sump pumps as per Annex 4 and Para5.2.1.9.1 of PWS | 2 | 2 | Each | € 1,100.00 | € 2,200.00 | $2,562.01 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € - 0 |
| 97 | VILLAGGIO CDC TYPE L Grease Interceptors as per Annex 3 and Para 5.2.1.2.1 of PWS | 2 | 2 | Each | € 840.00 | € 1,680.00 | $1,956.45 | 2 | Each | € 930.00 | € 1,860.00 | $2,166.06 | 2 | Each | € - 0 |
| 98 | EDERLE#4 DISOLEATORE (DSL) OWS as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,930.00 | € 3,860.00 | $4,495.17 | 2 | Each | € 1,890.88 | € 3,781.76 | $4,404.05 | 2 | Each | € - 0 |
| 99 | EDERLE#1 DD-1000-1S Mod. 3036 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 560.00 | € 1,120.00 | $1,304.30 | 2 | Each | € 551.50 | € 1,103.00 | $1,284.50 | 2 | Each | € - 0 |
| 100 | EDERLE#1 SAGIDEP ser VPP Mod. VPP25 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,024.21 | € 2,048.42 | $2,385.49 | 2 | Each | € - 0 |
| 101 | EDERLE#3 PASSAVANT COALISATOR CRB NG as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,890.00 | € 3,780.00 | $4,402.00 | 2 | Each | € 1,840.23 | € 3,680.46 | $4,286.08 | 2 | Each | € - 0 |
| 102 | EDERLE#6 PASSAVANT COALISATOR-E NG 10 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,200.00 | € 8,400.00 | $9,782.23 | 2 | Each | € 4,389.54 | € 8,779.08 | $10,223.69 | 2 | Each | € - 0 |
| 103 | EDERLE#7 PASSAVANT COALISATOR -E NG 20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,650.00 | € 9,300.00 | $10,830.32 | 2 | Each | € 4,884.67 | € 9,769.34 | $11,376.90 | 2 | Each | € - 0 |
| 104 | EDERLE#1 PASSAVANT ADSORPATOR-E KG6 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € 1,288.71 | € 2,577.42 | $3,001.54 | 2 | Each | € - 0 |
| 105 | EDERLE#2 PASSAVANT ADSORPATOR -CR KG20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 3,450.00 | € 6,900.00 | $8,035.40 | 2 | Each | € 3,432.81 | € 6,865.62 | $7,995.37 | 2 | Each | € - 0 |
| 106 | EDERLE#4 PASSAVANT COALISATOR-CRB NG30 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 5,950.00 | € 11,900.00 | $13,858.16 | 2 | Each | € 6,080.76 | € 12,161.52 | $14,162.71 | 2 | Each | € - 0 |
| 107 | EDERLE 1800 MC Cleaning of manholes as per Annex 13,14,15 and Para 5.2.2.1 of PWS | 2 | 2 | Each | € 12,250.00 | € 24,500.00 | $28,531.50 | 2 | Each | € 12,168.00 | € 24,336.00 | $28,340.51 | 2 | Each | € - 0 |
| 108 | EDERLE 2800MT Cleaning of drainage lines as per Annex 16,17,18,19 and Para 5.2.2 .2 of PWS | 2 | 2 | Each | € 7,950.00 | € 15,900.00 | $18,516.36 | 2 | Each | € 8,204.00 | € 16,408.00 | $19,107.95 | 2 | Each | € - 0 |
| 109 | EDERLE#4 Sand collector near ecobiox as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 2,250.00 | € 4,500.00 | $5,240.48 | 2 | Each | € 2,206.00 | € 4,412.00 | $5,138.00 | 2 | Each | € - 0 |
| 110 | EDERLE#6 solid sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,890.00 | € 9,780.00 | $11,389.31 | 2 | Each | € 4,895.94 | € 9,791.88 | $11,403.14 | 2 | Each | € - 0 |
| 111 | EDERLE#1 sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,029.84 | € 2,059.68 | $2,398.60 | 2 | Each | € - 0 |
| 112 | EDERLE Inspection and maintenance of water depuration system as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 1,850.00 | € 3,700.00 | $4,308.84 | 2 | Each | € 1,750.00 | € 3,500.00 | $4,075.93 | 2 | Each | € - 0 |
| 113 | EDERLE 211 WR Cleaning central and lateral darinage channel with sand disposal Annex 25 Para 5.2.4.1.1.2 of PWS | 2 | 2 | 2 | Each | € - 0 | |||||||||
| 114 | EDERLE # 44C 44H Cleaning 2 pits manual car was Annex 27 Para 5.2.4.1.3 | 1 | Each | € - 0 | |||||||||||
| 115 | EDERLE Water testing and parameters inspection as per Annex 7 and Para 5.2.4.3 of PWS | 2 | 2 | Each | € 700.00 | € 1,400.00 | $1,630.37 | 2 | Each | € 650.00 | € 1,300.00 | $1,513.92 | 2 | Each | € - 0 |
| GR TOTAL CLIN 2001 (EDERLE) | € 62,525.00 | € 146,840.00 | $171,002.68 | € 145,954.18 | $169,971.10 | € - 0 | |||||||||
| 116 | DEL DIN TYPE M Grease interceptors as per Annex 4 and Para 5.2.1.3.1 of PWS | 24 | 24 | Each | € 810.00 | € 19,440.00 | $22,638.87 | 24 | Each | € 830.00 | € 19,920.00 | $23,197.86 | 24 | Each | € - 0 |
| 117 | DEL DIN TYPE N Lift pumping stations as per Annex 9 and Para 5.2.1.5.1 of PWS | 2 | 2 | Each | € 3,950.00 | € 7,900.00 | $9,199.95 | 2 | Each | € 4,060.00 | € 8,120.00 | $9,456.15 | 2 | Each | € - 0 |
| 118 | DEL DIN TYPE N1 Lift pumping stations as per Annex 10 and Para 5.2.1.5.2 of PWS | 4 | 4 | Each | 4 | Each | € - 0 | ||||||||
| 119 | DEL DIN DWR01 Cleaning central darinage channel and underground tank with sand disposal Annex 26 | 2 | 2 | Each | € - 0 | ||||||||||
| 120 | DEL DIN Bldg IT212.55 External undergrround CEP Tank Annex 11A Para 5.2.1.6.2 | 1 | 1 | Each | € - 0 | ||||||||||
| 121 | DEL DIN #5 GAZEBO-DEC 1600 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,285.45 | € 18,570.90 | $21,626.76 | 2 | Each | € - 0 |
| 122 | DEL DIN #19 GAZEBO-DEO C 1200 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 21,150.00 | € 42,300.00 | $49,260.51 | 2 | Each | € 21,384.69 | € 42,769.38 | $49,807.13 | 2 | Each | € - 0 |
| 123 | DEL DIN rain tanks in VRC as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 11,110.00 | € 22,220.00 | $25,876.32 | 2 | Each | € 11,255.05 | € 22,510.10 | $26,214.16 | 2 | Each | € - 0 |
| 124 | DEL DIN rain tanks in Polyethilene as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,004.08 | € 18,008.16 | $20,971.42 | 2 | Each | € - 0 |
| 125 | DEL DIN 580 cubic meter Disposal of waste rain water as per Para 5.2.2.4.1 of PWS | 2 | 2 | Each | € 16,250.00 | € 32,500.00 | $37,847.91 | 2 | Each | € 16,321.20 | € 32,642.40 | $38,013.74 | 2 | Each | € - 0 |
| 126 | DEL DIN Cleaning and inspection of lift stations Annex 23 as per Para 5.2.3.1 of PWS | 3 | 3 | Each | € 6,500.00 | € 19,500.00 | $22,708.75 | 3 | Each | € 6,415.38 | € 19,246.14 | $22,413.11 | 3 | Each | € - 0 |
| GR. TOTAL CLIN 2002 (Del Din) | € 180,460.00 | $210,154.89 | € 181,787.08 | $211,700.34 | € - 0 |
| GRAND TOTAL OPTION YEAR TWO | € 327,300.00 | $381,157.56 | € 327,741.26 | $381,671.43 | € - 0 | |||||||||||
| OPTION YEAR THREE | ||||||||||||||||
| 127 | EDERLE TYPE A Grease Traps as per Annex 1 and Para 5.2.1.1.1 of PWS | 24 | 24 | Each | € 800.00 | € 19,200.00 | $22,359.38 | 24 | Each | € 700.00 | € 16,800.00 | $19,564.46 | 24 | Each | € - 0 | € - 0 |
| 128 | EDERLE TYPE B Grease Traps as per Annex 2 and Para 5.2.1.1.2 of PWS | 6 | 6 | Each | € 580.00 | € 3,480.00 | $4,052.64 | 6 | Each | € 610.00 | € 3,660.00 | $4,262.26 | 6 | Each | € - 0 | € - 0 |
| 129 | EDERLE TYPE C Lift pumping stations/septic tank as per Annex 6 and Para 5.2.1.4.1 of PWS | 2 | 2 | Each | € 685.00 | € 1,370.00 | $1,595.43 | 2 | Each | € 670.00 | € 1,340.00 | $1,560.50 | 2 | Each | € - 0 | € - 0 |
| 130 | EDERLE TYPE D Lift pumping stations/septic tank as per Annex 7 and Para 5.2.1.4.2 of PWS | 2 | 2 | Each | € 580.00 | € 1,160.00 | $1,350.88 | 2 | Each | € 600.00 | € 1,200.00 | $1,397.46 | 2 | Each | € - 0 | € - 0 |
| 131 | EDERLE TYPE D1 Lift pumping stations/septic tank as per Annex 8 and Para 5.2.1.4.3 of PWS | 4 | 0 | 4 | Each | € - 0 | € - 0 | |||||||||
| 132 | EDERLE TYPE E Septic tank as per Annex 12 and Para 5.2.1.8 of PWS | 1 | 1 | Each | € 730.00 | € 730.00 | $850.12 | 1 | Each | € 700.00 | € 700.00 | $815.19 | 1 | Each | € - 0 | € - 0 |
| 133 | EDERLE TYPE E Septic tank as per Annex 13 and Para 5.2.1.8.1 of PWS | 2 | Each | € - 0 | € - 0 | |||||||||||
| 134 | EDERLE TYPE E Septic tank as per Annex 14 and Para 5.2.1.8.2 of PWS | 1 | Each | € - 0 | € - 0 | |||||||||||
| 135 | EDERLE TYPE E Septic tank as per Annex 15 and Para 5.2.1.8.3 of PWS | 2 | Each | € - 0 | € - 0 | |||||||||||
| 136 | EDERLE TYPE F Blow-down tank as per Annex 11 and Para 5.2.1.6.1 of PWS | 2 | 2 | Each | € 1,310.00 | € 2,620.00 | $3,051.12 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € - 0 | € - 0 |
| 137 | EDERLE TYPE G Flushing of sewer line as per Para 5.2.1.7.1 of PWS | 12 | 12 | Each | € 260.00 | € 3,120.00 | $3,633.40 | 12 | Each | € 290.00 | € 3,480.00 | $4,052.64 | 12 | Each | € - 0 | € - 0 |
| 138 | EDERLE TYPE I Heating trench sump pumps as per Annex 4 and Para5.2.1.9.1 of PWS | 2 | 2 | Each | € 1,100.00 | € 2,200.00 | $2,562.01 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € - 0 | € - 0 |
| 139 | VILLAGGIO CDC TYPE L Grease Interceptors as per Annex 3 and Para 5.2.1.2.1 of PWS | 2 | 2 | Each | € 840.00 | € 1,680.00 | $1,956.45 | 2 | Each | € 930.00 | € 1,860.00 | $2,166.06 | 2 | Each | € - 0 | € - 0 |
| 140 | EDERLE#4 DISOLEATORE (DSL) OWS as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,930.00 | € 3,860.00 | $4,495.17 | 2 | Each | € 1,890.88 | € 3,781.76 | $4,404.05 | 2 | Each | € - 0 | € - 0 |
| 141 | EDERLE#1 DD-1000-1S Mod. 3036 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 560.00 | € 1,120.00 | $1,304.30 | 2 | Each | € 551.50 | € 1,103.00 | $1,284.50 | 2 | Each | € - 0 | € - 0 |
| 142 | EDERLE#1 SAGIDEP ser VPP Mod. VPP25 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,024.21 | € 2,048.42 | $2,385.49 | 2 | Each | € - 0 | € - 0 |
| 143 | EDERLE#3 PASSAVANT COALISATOR CRB NG as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,890.00 | € 3,780.00 | $4,402.00 | 2 | Each | € 1,840.23 | € 3,680.46 | $4,286.08 | 2 | Each | € - 0 | € - 0 |
| 144 | EDERLE#6 PASSAVANT COALISATOR-E NG 10 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,200.00 | € 8,400.00 | $9,782.23 | 2 | Each | € 4,389.54 | € 8,779.08 | $10,223.69 | 2 | Each | € - 0 | € - 0 |
| 145 | EDERLE#7 PASSAVANT COALISATOR -E NG 20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,650.00 | € 9,300.00 | $10,830.32 | 2 | Each | € 4,884.67 | € 9,769.34 | $11,376.90 | 2 | Each | € - 0 | € - 0 |
| 146 | EDERLE#1 PASSAVANT ADSORPATOR-E KG6 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € 1,288.71 | € 2,577.42 | $3,001.54 | 2 | Each | € - 0 | € - 0 |
| 147 | EDERLE#2 PASSAVANT ADSORPATOR -CR KG20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 3,450.00 | € 6,900.00 | $8,035.40 | 2 | Each | € 3,432.81 | € 6,865.62 | $7,995.37 | 2 | Each | € - 0 | € - 0 |
| 148 | EDERLE#4 PASSAVANT COALISATOR-CRB NG30 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 5,950.00 | € 11,900.00 | $13,858.16 | 2 | Each | € 6,080.76 | € 12,161.52 | $14,162.71 | 2 | Each | € - 0 | € - 0 |
| 149 | EDERLE 1800 MC Cleaning of manholes as per Annex 13,14,15 and Para 5.2.2.1 of PWS | 2 | 2 | Each | € 12,250.00 | € 24,500.00 | $28,531.50 | 2 | Each | € 12,168.00 | € 24,336.00 | $28,340.51 | 2 | Each | € - 0 | € - 0 |
| 150 | EDERLE 2800MT Cleaning of drainage lines as per Annex 16,17,18,19 and Para 5.2.2 .2 of PWS | 2 | 2 | Each | € 7,950.00 | € 15,900.00 | $18,516.36 | 2 | Each | € 8,204.00 | € 16,408.00 | $19,107.95 | 2 | Each | € - 0 | € - 0 |
| 151 | EDERLE#4 Sand collector near ecobiox as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 2,250.00 | € 4,500.00 | $5,240.48 | 2 | Each | € 2,206.00 | € 4,412.00 | $5,138.00 | 2 | Each | € - 0 | € - 0 |
| 152 | EDERLE#6 solid sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,890.00 | € 9,780.00 | $11,389.31 | 2 | Each | € 4,895.94 | € 9,791.88 | $11,403.14 | 2 | Each | € - 0 | € - 0 |
| 153 | EDERLE#1 sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,029.84 | € 2,059.68 | $2,398.60 | 2 | Each | € - 0 | € - 0 |
| 154 | EDERLE Inspection and maintenance of water depuration system as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 1,850.00 | € 3,700.00 | $4,308.84 | 2 | Each | € 1,750.00 | € 3,500.00 | $4,075.93 | 2 | Each | € - 0 | |
| 155 | EDERLE 211 WR Cleaning central and lateral darinage channel with sand disposal Annex 25 Para 5.2.4.1.1.2 of PWS | 2 | 2 | 2 | Each | € - 0 | € - 0 | |||||||||
| 156 | EDERLE # 44C 44H Ceaning 2 pits manual car was Annex 27 Para 5.2.4.1.3 | 1 | Each | € - 0 | € - 0 | |||||||||||
| 157 | EDERLE Water testing and parameters inspection as per Annex 7 and Para 5.2.4.3 of PWS | 2 | 2 | Each | € 700.00 | € 1,400.00 | $1,630.37 | 2 | Each | € 650.00 | € 1,300.00 | $1,513.92 | 2 | Each | € - 0 | € - 0 |
| GR TOTAL CLIN 3001 (EDERLE) | € 62,525.00 | € 146,840.00 | $171,002.68 | € 145,954.18 | $169,971.10 | € - 0 | ||||||||||
| 158 | DEL DIN TYPE M Grease interceptors as per Annex 4 and Para 5.2.1.3.1 of PWS | 24 | 24 | Each | € 810.00 | € 19,440.00 | $22,638.87 | 24 | Each | € 830.00 | € 19,920.00 | $23,197.86 | 24 | Each | € - 0 | € - 0 |
| 159 | DEL DIN TYPE N Lift pumping stations as per Annex 9 and Para 5.2.1.5.1 of PWS | 2 | 2 | Each | € 3,950.00 | € 7,900.00 | $9,199.95 | 2 | Each | € 4,060.00 | € 8,120.00 | $9,456.15 | 2 | Each | € - 0 | € - 0 |
| 160 | DEL DIN TYPE N1 Lift pumping stations as per Annex 10 and Para 5.2.1.5.2 of PWS | 4 | 4 | Each | 4 | Each | € - 0 | € - 0 | ||||||||
| 161 | DEL DIN DWR01 Cleaning central darinage channel and underground tank with sand disposal Annex 26 | 2 | 2 | Each | € - 0 | € - 0 | ||||||||||
| 162 | DEL DIN Bldg IT212.55 External undergrround CEP Tank Annex 11A Para 5.2.1.6.2 | 1 | 1 | Each | € - 0 | € - 0 | ||||||||||
| 163 | DEL DIN #5 GAZEBO-DEC 1600 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,285.45 | € 18,570.90 | $21,626.76 | 2 | Each | € - 0 | € - 0 |
| 164 | DEL DIN #19 GAZEBO-DEO C 1200 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 21,150.00 | € 42,300.00 | $49,260.51 | 2 | Each | € 21,384.69 | € 42,769.38 | $49,807.13 | 2 | Each | € - 0 | € - 0 |
| 165 | DEL DIN rain tanks in VRC as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 11,110.00 | € 22,220.00 | $25,876.32 | 2 | Each | € 11,255.05 | € 22,510.10 | $26,214.16 | 2 | Each | € - 0 | € - 0 |
| 166 | DEL DIN rain tanks in Polyethilene as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,004.08 | € 18,008.16 | $20,971.42 | 2 | Each | € - 0 | € - 0 |
| 167 | DEL DIN 580 cubic meter Disposal of waste rain water as per Para 5.2.2.4.1 of PWS | 2 | 2 | Each | € 16,250.00 | € 32,500.00 | $37,847.91 | 2 | Each | € 16,321.20 | € 32,642.40 | $38,013.74 | 2 | Each | € - 0 | € - 0 |
| 168 | DEL DIN Cleaning and inspection of lift stations Annex 23 as per Para 5.2.3.1 of PWS | 3 | 3 | Each | € 6,500.00 | € 19,500.00 | $22,708.75 | 3 | Each | € 6,415.38 | € 19,246.14 | $22,413.11 | 3 | Each | € - 0 | € - 0 |
| GR. TOTAL CLIN 3002 (Del Din) | € 180,460.00 | $210,154.89 | € 181,787.08 | $211,700.34 | € - 0 |
| GRAND TOTAL OPTION YEAR THREE | € 327,300.00 | $381,157.56 | € 327,741.26 | $381,671.43 | € - 0 | |||||||||||
| OPTION YEAR FOUR | ||||||||||||||||
| 169 | EDERLE TYPE A Grease Traps as per Annex 1 and Para 5.2.1.1.1 of PWS | 24 | 24 | Each | € 800.00 | € 19,200.00 | $22,359.38 | 24 | Each | € 700.00 | € 16,800.00 | $19,564.46 | 24 | Each | € - 0 | € - 0 |
| 170 | EDERLE TYPE B Grease Traps as per Annex 2 and Para 5.2.1.1.2 of PWS | 6 | 6 | Each | € 580.00 | € 3,480.00 | $4,052.64 | 6 | Each | € 610.00 | € 3,660.00 | $4,262.26 | 6 | Each | € - 0 | € - 0 |
| 171 | EDERLE TYPE C Lift pumping stations/septic tank as per Annex 6 and Para 5.2.1.4.1 of PWS | 2 | 2 | Each | € 685.00 | € 1,370.00 | $1,595.43 | 2 | Each | € 670.00 | € 1,340.00 | $1,560.50 | 2 | Each | € - 0 | € - 0 |
| 172 | EDERLE TYPE D Lift pumping stations/septic tank as per Annex 7 and Para 5.2.1.4.2 of PWS | 2 | 2 | Each | € 580.00 | € 1,160.00 | $1,350.88 | 2 | Each | € 600.00 | € 1,200.00 | $1,397.46 | 2 | Each | € - 0 | € - 0 |
| 173 | EDERLE TYPE D1 Lift pumping stations/septic tank as per Annex 8 and Para 5.2.1.4.3 of PWS | 4 | 0 | 4 | Each | € - 0 | € - 0 | |||||||||
| 174 | EDERLE TYPE E Septic tank as per Annex 12 and Para 5.2.1.8 of PWS | 1 | 1 | Each | € 730.00 | € 730.00 | $850.12 | 1 | Each | € 700.00 | € 700.00 | $815.19 | 1 | Each | € - 0 | € - 0 |
| 175 | EDERLE TYPE E Septic tank as per Annex 13 and Para 5.2.1.8.1 of PWS | 2 | Each | € - 0 | € - 0 | |||||||||||
| 176 | EDERLE TYPE E Septic tank as per Annex 14 and Para 5.2.1.8.2 of PWS | 1 | Each | € - 0 | € - 0 | |||||||||||
| 177 | EDERLE TYPE E Septic tank as per Annex 15 and Para 5.2.1.8.3 of PWS | 2 | Each | € - 0 | € - 0 | |||||||||||
| 178 | EDERLE TYPE F Blow-down tank as per Annex 11 and Para 5.2.1.6.1 of PWS | 2 | 2 | Each | € 1,310.00 | € 2,620.00 | $3,051.12 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € - 0 | € - 0 |
| 179 | EDERLE TYPE G Flushing of sewer line as per Para 5.2.1.7.1 of PWS | 12 | 12 | Each | € 260.00 | € 3,120.00 | $3,633.40 | 12 | Each | € 290.00 | € 3,480.00 | $4,052.64 | 12 | Each | € - 0 | € - 0 |
| 180 | EDERLE TYPE I Heating trench sump pumps as per Annex 4 and Para5.2.1.9.1 of PWS | 2 | 2 | Each | € 1,100.00 | € 2,200.00 | $2,562.01 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € - 0 | € - 0 |
| 181 | VILLAGGIO CDC TYPE L Grease Interceptors as per Annex 3 and Para 5.2.1.2.1 of PWS | 2 | 2 | Each | € 840.00 | € 1,680.00 | $1,956.45 | 2 | Each | € 930.00 | € 1,860.00 | $2,166.06 | 2 | Each | € - 0 | € - 0 |
| 182 | EDERLE#4 DISOLEATORE (DSL) OWS as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,930.00 | € 3,860.00 | $4,495.17 | 2 | Each | € 1,890.88 | € 3,781.76 | $4,404.05 | 2 | Each | € - 0 | € - 0 |
| 183 | EDERLE#1 DD-1000-1S Mod. 3036 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 560.00 | € 1,120.00 | $1,304.30 | 2 | Each | € 551.50 | € 1,103.00 | $1,284.50 | 2 | Each | € - 0 | € - 0 |
| 184 | EDERLE#1 SAGIDEP ser VPP Mod. VPP25 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,024.21 | € 2,048.42 | $2,385.49 | 2 | Each | € - 0 | € - 0 |
| 185 | EDERLE#3 PASSAVANT COALISATOR CRB NG as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,890.00 | € 3,780.00 | $4,402.00 | 2 | Each | € 1,840.23 | € 3,680.46 | $4,286.08 | 2 | Each | € - 0 | € - 0 |
| 186 | EDERLE#6 PASSAVANT COALISATOR-E NG 10 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,200.00 | € 8,400.00 | $9,782.23 | 2 | Each | € 4,389.54 | € 8,779.08 | $10,223.69 | 2 | Each | € - 0 | € - 0 |
| 187 | EDERLE#7 PASSAVANT COALISATOR -E NG 20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,650.00 | € 9,300.00 | $10,830.32 | 2 | Each | € 4,884.67 | € 9,769.34 | $11,376.90 | 2 | Each | € - 0 | € - 0 |
| 188 | EDERLE#1 PASSAVANT ADSORPATOR-E KG6 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 1,220.00 | € 2,440.00 | $2,841.50 | 2 | Each | € 1,288.71 | € 2,577.42 | $3,001.54 | 2 | Each | € - 0 | € - 0 |
| 189 | EDERLE#2 PASSAVANT ADSORPATOR -CR KG20 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 3,450.00 | € 6,900.00 | $8,035.40 | 2 | Each | € 3,432.81 | € 6,865.62 | $7,995.37 | 2 | Each | € - 0 | € - 0 |
| 190 | EDERLE#4 PASSAVANT COALISATOR-CRB NG30 as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 5,950.00 | € 11,900.00 | $13,858.16 | 2 | Each | € 6,080.76 | € 12,161.52 | $14,162.71 | 2 | Each | € - 0 | € - 0 |
| 191 | EDERLE 1800 MC Cleaning of manholes as per Annex 13,14,15 and Para 5.2.2.1 of PWS | 2 | 2 | Each | € 12,250.00 | € 24,500.00 | $28,531.50 | 2 | Each | € 12,168.00 | € 24,336.00 | $28,340.51 | 2 | Each | € - 0 | € - 0 |
| 192 | EDERLE 2800MT Cleaning of drainage lines as per Annex 16,17,18,19 and Para 5.2.2 .2 of PWS | 2 | 2 | Each | € 7,950.00 | € 15,900.00 | $18,516.36 | 2 | Each | € 8,204.00 | € 16,408.00 | $19,107.95 | 2 | Each | € - 0 | € - 0 |
| 193 | EDERLE#4 Sand collector near ecobiox as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 2,250.00 | € 4,500.00 | $5,240.48 | 2 | Each | € 2,206.00 | € 4,412.00 | $5,138.00 | 2 | Each | € - 0 | € - 0 |
| 194 | EDERLE#6 solid sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 4,890.00 | € 9,780.00 | $11,389.31 | 2 | Each | € 4,895.94 | € 9,791.88 | $11,403.14 | 2 | Each | € - 0 | € - 0 |
| 195 | EDERLE#1 sedimentation settling tanks as per Para 5.2.2.1 of PWS | 2 | 2 | Each | € 950.00 | € 1,900.00 | $2,212.65 | 2 | Each | € 1,029.84 | € 2,059.68 | $2,398.60 | 2 | Each | € - 0 | € - 0 |
| 196 | EDERLE Inspection and maintenance of water depuration system as per Para 5.2.4.1 of PWS | 2 | 2 | Each | € 1,850.00 | € 3,700.00 | $4,308.84 | 2 | Each | € 1,750.00 | € 3,500.00 | $4,075.93 | 2 | Each | € - 0 | € - 0 |
| 197 | EDERLE 211 WR Cleaning central and lateral darinage channel with sand disposal Annex 25 Para 5.2.4.1.1.2 of PWS | 2 | 2 | 2 | Each | € - 0 | € - 0 | |||||||||
| 198 | EDERLE # 44C 44H Ceaning 2 pits manual car was Annex 27 Para 5.2.4.1.3 | 1 | Each | € - 0 | € - 0 | |||||||||||
| 199 | EDERLE Water testing and parameters inspection as per Annex 7 and Para 5.2.4.3 of PWS | 2 | 2 | Each | € 700.00 | € 1,400.00 | $1,630.37 | 2 | Each | € 650.00 | € 1,300.00 | $1,513.92 | 2 | Each | € - 0 | € - 0 |
| GR TOTAL CLIN 4001 (EDERLE) | € 62,525.00 | € 146,840.00 | $171,002.68 | € 145,954.18 | $169,971.10 | € - 0 | ||||||||||
| 200 | DEL DIN TYPE M Grease interceptors as per Annex 4 and Para 5.2.1.3.1 of PWS | 24 | 24 | Each | € 810.00 | € 19,440.00 | $22,638.87 | 24 | Each | € 830.00 | € 19,920.00 | $23,197.86 | 24 | Each | € - 0 | € - 0 |
| 201 | DEL DIN TYPE N Lift pumping stations as per Annex 9 and Para 5.2.1.5.1 of PWS | 2 | 2 | Each | € 3,950.00 | € 7,900.00 | $9,199.95 | 2 | Each | € 4,060.00 | € 8,120.00 | $9,456.15 | 2 | Each | € - 0 | € - 0 |
| 202 | DEL DIN TYPE N1 Lift pumping stations as per Annex 10 and Para 5.2.1.5.2 of PWS | 4 | 4 | Each | 4 | Each | € - 0 | € - 0 | ||||||||
| 203 | DEL DIN DWR01 Cleaning central darinage channel and underground tank with sand disposal Annex 26 | 2 | 2 | Each | € - 0 | € - 0 | ||||||||||
| 204 | DEL DIN Bldg IT212.55 External undergrround CEP Tank Annex 11A Para 5.2.1.6.2 | 1 | 1 | Each | € - 0 | € - 0 | ||||||||||
| 205 | DEL DIN #5 GAZEBO-DEC 1600 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,285.45 | € 18,570.90 | $21,626.76 | 2 | Each | € - 0 | € - 0 |
| 206 | DEL DIN #19 GAZEBO-DEO C 1200 AS as per Para 5.2.2 of PWS | 2 | 2 | Each | € 21,150.00 | € 42,300.00 | $49,260.51 | 2 | Each | € 21,384.69 | € 42,769.38 | $49,807.13 | 2 | Each | € - 0 | € - 0 |
| 207 | DEL DIN rain tanks in VRC as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 11,110.00 | € 22,220.00 | $25,876.32 | 2 | Each | € 11,255.05 | € 22,510.10 | $26,214.16 | 2 | Each | € - 0 | € - 0 |
| 208 | DEL DIN rain tanks in Polyethilene as per Para 5.2.2.4 of PWS | 2 | 2 | Each | € 9,150.00 | € 18,300.00 | $21,311.28 | 2 | Each | € 9,004.08 | € 18,008.16 | $20,971.42 | 2 | Each | € - 0 | € - 0 |
| 209 | DEL DIN 580 cubic meter Disposal of waste rain water as per Para 5.2.2.4.1 of PWS | 2 | 2 | Each | € 16,250.00 | € 32,500.00 | $37,847.91 | 2 | Each | € 16,321.20 | € 32,642.40 | $38,013.74 | 2 | Each | € - 0 | € - 0 |
| 210 | DEL DIN Cleaning and inspection of lift stations Annex 23 as per Para 5.2.3.1 of PWS | 3 | 3 | Each | € 6,500.00 | € 19,500.00 | $22,708.75 | 3 | Each | € 6,415.38 | € 19,246.14 | $22,413.11 | 3 | Each | € - 0 | € - 0 |
| GR. TOTAL CLIN 4002 (Del Din) | € 180,460.00 | $210,154.89 | € 181,787.08 | $211,700.34 | € - 0 |
GRAND TOTAL OPTION YEAR FOUR € 327,300.00 $381,157.56 € 327,741.26 $381,671.43 € - 0
| BY | € - 0 |
| OY1 | € - 0 |
| OY2 | € - 0 |
| OY3 | € - 0 |
| OY4 | € - 0 |
GRAND TOTAL € - 0
File details come from the government source that posted it. Updated .